Design Calculation for Pipe Supports

200
ORIGINATOR: ORIGINATOR DOC No.: ADCO DOC No.: 1 10/8/2012 A REV. LTWp-JAD1113-XXX-CIV-CAL-XXX-A CONTRACT NO.: 11-01-83-0602 7359.03 P11542 PROJECT NO.: DATE: PAGE CONTRACT No. 7359.03 (GES) TASK ORDER No. 92221147 DESIGN CALCULATION OF PIPE SUPPORTS FOR PRODUCED WATER RE-INJECTION UPGRADE AT BAB CL-5, CL-15 & CL-16 THIS DOCUMENT IS INTENDED FOR USE BY ADCO AND IT'S NOMINATED CONSULTANTS, CONTRACTORS, MANUFACTURERS AND SUPPLIERS ENGINEERING SERVICES FOR MISCELLANEOUS PMRFs, BAB BATCH-4 15 OF

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Transcript of Design Calculation for Pipe Supports

Page 1: Design Calculation for Pipe Supports

ORIGINATOR:

ORIGINATOR DOC No.:

ADCO DOC No.: 1

10/8/2012AREV.

LTWp-JAD1113-XXX-CIV-CAL-XXX-A

CONTRACT NO.:

11-01-83-0602

7359.03 P11542PROJECT NO.: DATE:

PAGE

CONTRACT No. 7359.03 (GES)

TASK ORDER No. 92221147

DESIGN CALCULATION OF PIPE SUPPORTS

FOR

PRODUCED WATER RE-INJECTION UPGRADE

AT BAB CL-5, CL-15 & CL-16

THIS DOCUMENT IS INTENDED FOR USE BY ADCO AND IT'S NOMINATED

CONSULTANTS, CONTRACTORS, MANUFACTURERS AND SUPPLIERS

ENGINEERING SERVICES FOR

MISCELLANEOUS PMRFs, BAB BATCH-4

15OF

Page 2: Design Calculation for Pipe Supports

REVISION RECORD

REV

A

PAGE 2 OF 15

A DATE:

ISSUED FOR COMMENTS

ENGG. SERVICES FOR MISCELLANEOUS PMRFs BAB BATCH-4

DESIGN CALCULATION OF PIPE SUPPORTS 11-01-83-0602

10/8/2012

DOC. TITLE:

PROJECT NO: P11542 REV.CONTRACT NO.: 7359.03

10.08.2012

PROJECT: ADCO DOCUMENT NO.

DESCRIPTION

SBU VBE AEN

ORIGINATOR REVIEWED APPROVEDDATE

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Pages

1.0 INTRODUCTION……………………..……………………...…………………………………… 4

2.0 SCOPE……..…………….……...…………………………………………………………………..4

3.0 REFERENCE CODES & STANDARDS………………………………………………………………………………..4

4.0 REFERENCE DRAWINGS………………………………………………………………………………..4

5.0 MATERIAL DATA ………………………………………………………………………………..4

6.0 SOIL DATA ………….…………………...……………………………………………………..5

7.0 DESIGN LOADS FOR PIPE SUPPORTS …………….………………………………………………………………………..5

8.0 BASIC LOAD CASES AND LOAD COMBINATIONS………………………………………………………………………………..7

9.0 STEEL STRUCTURE ANALYSIS & DESIGN ………………………………………………………………………….8

10.0 PIPE SUPPORT FOUNDATIONS …………….………………………………………………………………………..10

11.0 RESULT ………………………………………………………………….…………………….10

APPENDIX - I DRAWINGS (8 sheets)

APPENDIX - II PIPING INPUT (10 sheets) + ASSUMPTIONS (6 sheets)

APPENDIX - III STRUCTURAL STEEL STAAD OUTPUT (23 sheets)

APPENDIX - IV BASE PLATE DESIGN (5 Sheets)

APPENDIX - V FOUNDATION DESIGN (133 Sheets)

PAGE 3 OF 15

A DATE:

Table of Contents

10/8/2012

DESIGN CALCULATION OF PIPE SUPPORTS

ENGG. SERVICES FOR MISCELLANEOUS PMRFs BAB BATCH-4PROJECT: ADCO DOCUMENT NO.

DOC. TITLE: 11-01-83-0602

CONTRACT NO.: 7359.03 PROJECT NO: P11542 REV.

Page 4: Design Calculation for Pipe Supports

1.0 INTRODUCTION

2.0 SCOPE

There are 4 types of pipe supports:

- "T" post type steel supports (PS-02 & PS-03) connected with tie-beams and horizontal bracings

3.0 REFERENCE CODES & STANDARDS

BS 8110: 1997 Part-1 -

ASCE/SEI 7-05 -

BS 5950 - Structural Use of Steelwork in Building

UBC 1997 - Uniform Building Code

-

34.19.20.31 - Reinforced Concrete Structures

4.0 REFERENCE DRAWINGS

P11542-11-01-76-0602 - Pipe Supports

11-01-79-1706 rev. 3 - GA Civil Section V BCDS Area (NPCC Drawing Project no. P11500)

11-01-76-2630 rev. 2 (sht.3/6) -

11-20-79-0215 - GA Civil Pipe Support Foundation - WSW Cluster 16

5.0 MATERIAL DATA

a. Grade of structural steel BS En 10025: Yield strenght = 250 N/mm2

b. Grade of blinding concrete = 20 N/mm2

c. Grade of reinforced concrete = 40 N/mm2

d. Unit weight of concrete, γc = 24 KN/m

3

e. Grade of reinforcement (BS 4449), fy = 460 N/mm2

PAGE 4 OF 15

A DATE:7359.03 P11542

PROJECT: ENGG. SERVICES FOR MISCELLANEOUS PMRFs BAB BATCH-4 ADCO DOCUMENT NO.

DOC. TITLE: DESIGN CALCULATION OF PIPE SUPPORTS 11-01-83-0602

CONTRACT NO.: PROJECT NO:

- "T" post type steel supports (PS-04).

- Cantilever on existing structure (PS-01)

Structural Design Basis30.99.75.0067

Company specifications

Layout for paving and pipe supports - Water treatment area BCDS

(NPCC Drawing Project no. P11500)

- PS-33, PS-34, PS-35 - all in Cluster (5, 15, 16) Area.

Minimum Design Loads for Buildings and Other Structures

REV.

The Bab field is located in a desert area approximately 160 km southwest of Abu Dhabi city. The field covers an

area of approximately 45 km by 25 km. The main processing facilities are located around Habshan.

The scope of this calculation note is to design the Pipe support structures & foundations as per piping

requirements.

Oil production from Bab field started in the 1960s. Bab field facilities were built in two phases. Phase-1 was

commissioned in 1993 and included five processing trains, namely Trains 1 to 5, in the Central Degassing

Station (CDS). Phase-1 also included five remote degassing stations, RDS-1, 2, 3, 4, and 5. Phase-2 which

included trains 6 and 7 in the CDS and one remote degassing station, RDS-6 was commissioned in 2004.

Structural Use Of Concrete (Code of practice for design &

construction)

The field is sour, with wells to the northeast exhibiting generally higher H2S content than wells to the southwest.

For the purposes of maintaining continuous improvement for the existing Bab facilities, ADCO Intended carrying

plant modifications as part of Batch-IV to improve the operability and safety of the existing facilities.

- Concrete supports with embedded steel plates and supporting steel beams on top:

- PS-05, PS-06, PS-07, PS-08, PS-09, PS-10, PS-29, PS-30, PS-31 & PS-32 - all in BAB CDS Area

10/8/2012

Page 5: Design Calculation for Pipe Supports

6.0 SOIL DATA

a. Net allowable Bearing Pressure = 150 KN/m2

b. Unit weight of soil (γs1) = 18 KN/m3

c. Water Table level = N/A

d. Modulus of Subgrade Reaction (ks = 3 kg/cm3) = 29421 kN/m

3

e. Co-efficient of friction between concrete and soil = 0.30

f. Co-efficient of friction between concrete and polythene sheet = 0.30

7.0 DESIGN LOADS FOR PIPE SUPPORTS

7.1 DEAD LOADS (DL)

For the pipe supports, the selfweight of the members are included in the structural analysis

using STAAD Pro.

7.2 PIPING LOADS

Refer Appendix II for Piping Input.

7.3 WIND LOADS

Wind Loads in X and Z directions are considered for the analysis of pipe supports as follows:

Wind loads are calculated based on ASCE/SEI 7-05.

Wind load is calculated across the direction of Piping.

Basic wind speed Vb = 44.7 m/s

Importance factor I = 1.15

Exposure category = C

Wind Directionality Factor, Kd (Table 6-4 of ASCE 7-05) = 0.85

Topographic Factor, Kzt (Structural design criteria) = 1

Velocity pressure qz=0.613*Kz*Kzt*Kd*V2*I (N/m

2)

G - Gust effect factor for all structural members = 0.85

Cf - for circular members, Diam. > 50mm = 0.80

Cf - for Flat sided members = 2

Cs - Shielling coefficient = 1.0

(shielding effect neglected)

PAGE 5 OF 15

A DATE: 10/8/2012

0.9

1.018

PROJECT: ENGG. SERVICES FOR MISCELLANEOUS PMRFs BAB BATCH-4 ADCO DOCUMENT NO.

DOC. TITLE:

7359.03 PROJECT NO: P11542

DESIGN CALCULATION OF PIPE SUPPORTS 11-01-83-0602

(kN/m2)

CONTRACT NO.:

0-4.6

Kz

REV.

Velocity Pressure

(m)

6.1 1.078

Height above

G.L.Exposure

0.85

Soil parameters according to Geo-technical investigation for EPC for BAB THAMAMA G & HABSHAN 2,

1.8/MMBOPD PHASE-I DEVELOPMENT ADCO PROJECT No. P11500,

doc. No.S10000066, Part 3 - BCDS AREA, Final Report.

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(a) Wind force on Structual Members F=(qz*G*Cf*Cs)*Af kN

where Af = Projected Area (m2)

F=(1.078 * 0.85 * 2 * 1) * Af

F= 1.8326 *Af

(b) Wind force on Pipes F=(qz*G*Cf*Cs)*D kN/m

where D = Average Diameter of Pipe (m)

F=(1.078 * 0.85 * 0.8 * 1) * D

D [m] D[in]

0.273 10.00

0.350 14.00

7.4 SEISMIC LOAD CALCULATION:

Seismic loads are calculated based on UBC 1997

Time period

Ta = Ct*(hn)^0.75

Ct = 0.085

hn = 4.82 m

Ta= 0.277

Design base shear

As per clause 1630.2.1, the total design base shear need not exceed the following:

V = (2.5 * Ca * I / R) * W , where:

Ca – seismic coefficient, as set forth in Table 16-Q

Ca= 0.12 (considering Z = seismic zone '1', factor = 0.075, soil profile type: Sd = stiff soil profile)

I = importance factor given in table 16-K

I= 1.25

Rx= 2.2

Rz= 2.2

W= Total dead load as per Clause 1630.1.1 of UBC-97

PAGE 6 OF 15

A DATE:

0.201

0.257

UC254x254x89

F [kn/m]

0.263

0.263

PS-02 & PS-03

PS-010.251

0.48

UBC load generation is capable to calculate the natural period of vibration, base shear and distribute the lateral

forces for each level automatically.

PROJECT NO: REV.

(Table 16-P UBC-97 - Factors for cantilevered column type structures)

10/8/20127359.03

UB203x133x25

Member

P11542

WidthSl.No.

11-01-83-0602

ENGG. SERVICES FOR MISCELLANEOUS PMRFs BAB BATCH-4

0.46

UC254x254x89

(occupancy category = 2 "Nonbuilding structures housing, supporting or containing quantities of

toxic or explosive substances that, if contained within a building, would cause that building to

be classified as a Group H, Division 1, 2 or 7 Occupancy")

R= numerical coefficient representative of the inherent overstrength and global ductility capacity of lateral

force-resisting systems, as set forth in Table 16-N

DESIGN CALCULATION OF PIPE SUPPORTS

ADCO DOCUMENT NO.

0.48

Time period of the structure is calculated based on clause 1630.2.2.1 (Method A).

UB254x146x31

PS-04

Wind Load

(kN/m)

PROJECT:

DOC. TITLE:

0.203

0.37

CONTRACT NO.:

Page 7: Design Calculation for Pipe Supports

8.0 BASIC LOAD CASES AND LOAD COMBINATIONS

The Following are the Basic loads & Load combinations adopted for the analysis of Pipe Supports

using STAAD Pro. V.8i

Basic Loads:

Load 1 DL - Structure selfweight

Load 2 LL - Live Load - Instrument cable trays weight considered

Load 3 PE - Piping Empty Loads

Load 4 PO - Piping Operating loads

Load 5 PT - Piping Test Loads

Load 6 FLT - Frication loads - Transvers

Load 7 FLL - Frication loads - Longitudinal.

Load 8 WLX - Wind load in X-DIR

Load 9 WLZ - Wind load in Z-DIR

Load 10 EQX - Earthquake load in X-DIR

Load 11 EQZ - Earthquake load in Z-DIR

Combinations for Bearing capacity and stability check. (STAAD Combinations 201-247)

(For bearing capacity and stability check)

1 - 1.0DL+1.0 Emp

2 - 1.0DL+1.0 Emp ± 1.0 WL

3 - 1.0 DL + 1.0 Live+1.0 Oper

4 - 1.0 DL + 1.0 Live+1.0 Oper ± 1.0 FLT ± 1.0 FLL

5 - 1.0 DL + 1.0 Live+1.0 Oper ± 1.0 FLT ± 1.0 FLL ± 1.0 WL

6 - 1.0 DL + 1.0 Live+1.0 Oper ± 1.0 FLT ± 1.0 FLL ± 0.715 EQ

7 - 1.0 Test + 1.0 DL

8 - 1.0 DL + 1.0 Test ± 0.60 WL

Combinations for Strength Design. (STAAD Combinations 101-147)

1 - 1.4 DL+1.4 Emp

2 - 1.4 DL+1.4 Emp ± 1.4 WL

3 - 1.4 DL + 1.6 Live+1.4 Oper

4 - 1.4 DL + 1.6 Live+1.4 Oper ± 1.6 FLT ± 1.6 FLL

5 - 1.2 DL + 1.2 Live+1.2 Oper ± 1.2 FLT ± 1.2 FLL ± 1.2 WL

6 - 1.2DL + 1.0 Live+1.2 Oper ± 1.2 FLT ± 1.2 FLL ± 1.0EQ

7 - 1.4 Test + 1.4 DL

8 - 1.2 DL + 1.2 Test ± 0.72WL

PAGE 7 OF 15

A DATE:

DOC. TITLE: DESIGN CALCULATION OF PIPE SUPPORTS

7359.03 PROJECT NO: 10/8/2012

PROJECT: ENGG. SERVICES FOR MISCELLANEOUS PMRFs BAB BATCH-4 ADCO DOCUMENT NO.

CONTRACT NO.: P11542 REV.

11-01-83-0602

Page 8: Design Calculation for Pipe Supports

9.0 STEEL STRUCTURE ANALYSIS & DESIGN

Analysis and checking of pipe supports is carried out using Staad Pro.V8i , based on BS 5950.

The STAAD output is given in Appendix III

Pipe support PS-01

Pipe support PS-02 & PS-03

PAGE 8 OF 15

A DATE:

Dimensions 3D view

Nodes

Beams Nodes

Dimensions 3D view

REV. 10/8/20127359.03 PROJECT NO:

PROJECT:

CONTRACT NO.:

ADCO DOCUMENT NO.

P11542

Beams

ENGG. SERVICES FOR MISCELLANEOUS PMRFs BAB BATCH-4

DOC. TITLE: DESIGN CALCULATION OF PIPE SUPPORTS 11-01-83-0602

Page 9: Design Calculation for Pipe Supports

Pipe support PS-04

DEFLECTION CHECK

Sway check

Load

Combo

220

223

219

As shown in the table above, the maximum displacements are less than the allowable deflection H/200.

Vertical deflection check

Vertical deflection of beams has been checked as per Structural Design Basis (30-99-75-0067).

Stress ratio is also checked:

PAGE 9 OF 15

A DATE:

Safe

Safe

Load

Combination

Allowable

deflection

L/180

Remarks

24.10 mm

24.10 mm

Maximum

deflection (z)

9.088 mm

12.075 mm

10.119 mm

PS-02 & PS-03 0.360

4.17 mm

8.196 mm

1.39 mm

PS-01 211

Safe

Safe

Safe

0.192 Safe

<Allowable Ratio

(0.9)

1.394 mm

6.94 mm Safe

218

Safe

PS-01

Load

Combo

24.10 mm211

211

218

211

NodesDimensions

PROJECT NO: P11542

Pipe supports

Allowable

deflection H/200

PS-01

Remarks

Safe

REV. 10/8/2012

PS-02 & PS-03

Pipe supportsMaximum vertical

deflection (y)

7359.03

PS-04

2.390 mm

5.336 mm

Maximum

deflection (x)

Maximum utility

Ratio

PROJECT: ENGG. SERVICES FOR MISCELLANEOUS PMRFs BAB BATCH-4 ADCO DOCUMENT NO.

CONTRACT NO.:

PS-04 0.417 mm

PS-02 & PS-03

Pipe supports

Beams

Deflection calculation is being done using STAAD PRO v.8i at top of Pipe Supports with all unfactored load

combinations (201-247)

3D view

PS-04 0.164

DOC. TITLE:

3.376 mm

DESIGN CALCULATION OF PIPE SUPPORTS 11-01-83-0602

Page 10: Design Calculation for Pipe Supports

10.0 PIPE SUPPORT FOUNDATIONS

Scope of work for Foundation calculation consists of:

- adequacy check of existing foundation for PS-01

- new foundation design for pipe supports PS-02, 03, 04

- new concrete pipe supports design PS-05 to PS-10, PS-29 to PS-32 and PS-33 to PS-35

All Pipe support foundations are checked with the latest loads as per Appendix II.

Isolated and combined foundations are designed in Mat 3D. Refer the Appendix V for details.

11.0 RESULT

As a result of the structural analysis, the current arrangement of the pipe supports is adequate.

The foundation sizes are checked for bearing pressure, sliding & overturning, and found safe for all load

combinations considered.

PAGE 10 OF 15

A DATE:7359.03 PROJECT NO: P11542 REV. 10/8/2012

PROJECT: ENGG. SERVICES FOR MISCELLANEOUS PMRFs BAB BATCH-4 ADCO DOCUMENT NO.

DOC. TITLE: DESIGN CALCULATION OF PIPE SUPPORTS

11-01-83-0602

CONTRACT NO.:

Page 11: Design Calculation for Pipe Supports

PAGE 11 OF 15

A DATE:

CONTRACT NO.: 7359.03 PROJECT NO:

ADCO DOCUMENT NO.

11-01-83-0602

P11542 REV. 10/8/2012

PROJECT: ENGG. SERVICES FOR MISCELLANEOUS PMRFs BAB BATCH-4

DOC. TITLE: DESIGN CALCULATION OF PIPE SUPPORTS

Appendix - I

DRAWINGS

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PAGE 12 OF 15

A DATE:

CONTRACT NO.: 7359.03 PROJECT NO:

ADCO DOCUMENT NO.

11-01-83-0602

P11542 REV. 10/8/2012

PROJECT: ENGG. SERVICES FOR MISCELLANEOUS PMRFs BAB BATCH-4

DOC. TITLE: DESIGN CALCULATION OF PIPE SUPPORTS

Appendix - II

PIPING INPUT

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Appendix II

CAESAR II 2011 SP3 Ver.5.30.03, (Build 120131) Date: JUN 27, 2012 Time: 15:29

Job: R:\J_AD110013_ADCO_MISC_PMRFS_BAB_BAT...\PW INJECTION PIPING

Licensed To: LITWIN PEL LLC -- ID #14322

RESTRAINT SUMMARY REPORT: Loads On Restraints

Various Load Cases

LOAD CASE DEFINITION KEY

CASE 1 (HYD) WW+HP 1(HYD) Hydro test

CASE 2 (OPE) W+T1+P1 2(OPE) Max design

CASE 3 (OPE) W+T2+P1 3(OPE) Min design

CASE 4 (SUS) W+P1 4(SUS) Sustained

NODE Load Case FX N. FY N. FZ N. MX N.m. MY N.m. MZ N.m.

PS-01/60 Rigid +Y; Rigid GUI w/gap STEEL SUPP

1(HYD) -248 -13883 306 0 0 0

2(OPE) -3144 -10496 175 0 0 0

3(OPE) 4612 -15434 413 0 0 0

4(SUS) -282 -14603 339 0 0 0

MAX 4612/L3 -15434/L3 413/L3

PS-02/70 Rigid +Y STEEL SUPP

1(HYD) 80 -1836 1 0 0 0

2(OPE) 928 -3102 75 0 0 0

3(OPE) -544 -1814 7 0 0 0

4(SUS) 81 -2043 -7 0 0 0

MAX 928/L2 -3102/L2 75/L2

PS-03/80 Rigid +Y; Rigid GUI w/gap STEEL SUPP

1(HYD) 232 -6870 -12 0 0 0

2(OPE) 1959 -6730 488 0 0 0

3(OPE) -2217 -7420 -204 0 0 0

4(SUS) 245 -7294 -9 0 0 0

MAX -2217/L3 -7420/L3 488/L2

PS-04/110 Rigid +Y STEEL SUPP

1(HYD) -879 -6184 0 0 0 0

2(OPE) 1618 -5606 458 0 0 0

3(OPE) -2075 -6929 -130 0 0 0

4(SUS) -942 -6607 0 0 0 0

MAX -2075/L3 -6929/L3 458/L2

Page 30: Design Calculation for Pipe Supports

Appendix II

PS-05/130 Rigid +Y; Rigid X RC SUPP

1(HYD) 290 -9277 128 0 0 0

2(OPE) -2088 -9726 2918 0 0 0

3(OPE) 3401 -9406 -2822 0 0 0

4(SUS) 311 -9651 137 0 0 0

MAX 3401/L3 -9726/L2 2918/L2

PS-06/185 Rigid +Y RC SUPP

1(HYD) 36 -5076 -8 0 0 0

2(OPE) 1879 -8588 1762 0 0 0

3(OPE) -700 -3589 -818 0 0 0

4(SUS) 39 -5131 -8 0 0 0

MAX 1879/L2 -8588/L2 1762/L2

PS-07/230 Rigid +Y; Rigid Z RC SUPP

1(HYD) 115 -8695 -405 0 0 0

2(OPE) 552 -1840 7050 0 0 0

3(OPE) -3627 -12090 -127 0 0 0

4(SUS) 122 -8882 -430 0 0 0

MAX -3627/L3 -12090/L3 7050/L2

PS-08/335 Rigid +Y RC SUPP

1(HYD) -393 -9580 -74 0 0 0

2(OPE) 1648 -22031 -6401 0 0 0

3(OPE) -456 -4529 1280 0 0 0

4(SUS) -419 -9807 -78 0 0 0

MAX 1648/L2 -22031/L2 -6401/L2

PS-29/670 Rigid +Y; Rigid X w/gap; Rigid Z w/gap RC SUPP

1(HYD) -144 -2198 28 0 0 0

2(OPE) 1062 -5982 300 0 0 0

3(OPE) -449 -1509 -60 0 0 0

4(SUS) -153 -2313 30 0 0 0

MAX 1062/L2 -5982/L2 300/L2

PS-10/1057 Rigid +Y RC SUPP

1(HYD) 36 -18903 430 0 0 0

2(OPE) -1405 -26688 -7882 0 0 0

3(OPE) 930 -8388 2338 0 0 0

4(SUS) 39 -19663 458 0 0 0

MAX -1405/L2 -26688/L2 -7882/L2

PS-09/1060 Rigid +Y RC SUPP

1(HYD) -20 -3972 -38 0 0 0

2(OPE) 16 -3445 1034 0 0 0

3(OPE) 953 -5096 -266 0 0 0

4(SUS) -22 -4109 -41 0 0 0

MAX 953/L3 -5096/L3 1034/L2

Page 31: Design Calculation for Pipe Supports

EXISTING LOADS ON PS-01_ASSUMPTIONS

X Z X Z

A 105.000 10 0.273 3.00 0.00 0.60 0.00 2.9 4.27

B 104.400 12 0.324 2.85 1.80 0.68 0.43 3.8 5.63

100.300 12 0.324 3.00 0.00 0.71 0.00 4.0 5.93

11.2 13.13

*C = EXISTING PS-0227

Wind force on Pipes

F=(qz*G*Cf*Cs)*D= 0.73304 D kN/m

where D = Average Diameter of Pipe (m)

qz = 1.078 kN/m2

G = 0.85

Cf = 0.8

Cs = 1

Emptyincluding

Water

2" 7.47 9.37

3" 15.26 19.52

8" 64.57 94.03

10" 95.85 142.19

12" 131.95 197.50

20" 310.91 473.95

24" 441.26 676.86

Pipe Dia

Pipe Weight (kg/m)

C

EX

IST

ING

ON

PS

-01

TOTAL ( +12" FLANGE GLOBE VALVE CLASS 300 = 720.21KG)

EMPTY

(kN)

OPE

(kN)

LENGTH (m) WIND LOAD (kN/m)SUPPOR

T

TOS EL

(m)

DIAMETE

R (")

DIAMETE

R (m)

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PAGE 13 OF 15

A DATE:

CONTRACT NO.: 7359.03 PROJECT NO:

ADCO DOCUMENT NO.

11-01-83-0602

P11542 REV. 10/8/2012

PROJECT: ENGG. SERVICES FOR MISCELLANEOUS PMRFs BAB BATCH-4

DOC. TITLE: DESIGN CALCULATION OF PIPE SUPPORTS

Appendix - III

STRUCTURAL STEEL STAAD OUTPUT

Page 38: Design Calculation for Pipe Supports

****************************************************

* *

* STAAD.Pro *

* Version 2007 Build 04 *

* Proprietary Program of *

* Research Engineers, Intl. *

* Date= JUL 20, 2012 *

* Time= 13:51:56 *

* *

* USER ID: *

****************************************************

1. STAAD SPACE

INPUT FILE: PS-01.STD

2. START JOB INFORMATION

3. ENGINEER DATE 9 JUL 2012

4. JOB NAME P11542 - PIPE SUPPORT 01

5. JOB CLIENT ADCO

6. ENGINEER NAME SBU

7. END JOB INFORMATION

8. ****************************************************************

9. INPUT WIDTH 79

10. ****************************************************************

11. UNIT METER KN

12. JOINT COORDINATES

13. 25 0 100.3 4.5; 26 0 105.124 4.5; 27 0.900002 100.3 4.5

14. 28 0.900002 105.124 4.5; 29 0 104.4 4.5; 30 0.900002 104.4 4.5

15. 31 0 103.441 4.5; 32 0.900002 103.441 4.5; 33 0 102.429 4.5

16. 34 0.900002 102.429 4.5; 35 0 101.415 4.5; 36 0.900002 101.415 4.5

17. 37 1.646 105.124 4.5

18. MEMBER INCIDENCES

19. 24 26 29; 25 28 30; 26 26 28; 27 29 31; 28 30 32; 29 29 30; 30 31 33; 31 32 34

20. 32 31 32; 33 33 35; 34 34 36; 35 33 34; 36 35 25; 37 36 27; 38 35 36; 39 25 36

21. 40 35 34; 41 33 32; 42 31 30; 43 28 37

22. ****************************************************************

23. DEFINE MATERIAL START

24. ISOTROPIC STEEL

25. E 2.05E+008

26. POISSON 0.3

27. DENSITY 78.5

28. ALPHA 1.2E-005

29. DAMP 0.03

30. END DEFINE MATERIAL

31. ****************************************************************

32. ****************************************************************

33. MEMBER PROPERTY BRITISH

34. 24 25 27 28 30 31 33 34 36 37 TABLE ST UB254X146X31

35. 26 29 32 43 TABLE ST UB203X133X25

36. 35 38 TO 42 TABLE ST UA70X70X8

37. CONSTANTS

38. BETA 90 MEMB 24 25 27 28 30 31 33 34 36 37

39. BETA 45 MEMB 35 38 TO 42

40. *BETA 90 MEMB 2

41. MATERIAL STEEL ALL

42. ****************************************************************

43. SUPPORTS

44. 25 27 FIXED

45. ****************************************************************

46. MEMBER RELEASE

47. 39 TO 42 START MY MZ

48. 39 TO 42 END MY MZ

49. DEFINE UBC LOAD

50. ****************************************************************

51. ZONE 0.075 I 1.25 RWX 2.2 RWZ 2.2 STYP 4

52. SELFWEIGHT 1

53. **

54. JOINT WEIGHT

55. 26 WEIGHT 2.5

Page 39: Design Calculation for Pipe Supports

56. MEMBER WEIGHT

57. ****************************************************************

58. LOAD 10 EARTHQUAKE LOAD (EX)

59. ****************************************************************

60. UBC LOAD X 1

61. PERFORM ANALYSIS

P R O B L E M S T A T I S T I C S

-----------------------------------

NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 13/ 20/ 2

SOLVER USED IS THE IN-CORE ADVANCED SOLVER

TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 66

***********************************************************

* *

* X DIRECTION : Ta = 0.278 Tb = 0.057 Tuser = 0.000 *

* T = 0.057, LOAD FACTOR = 1.000 *

* UBC TYPE = 97 *

* UBC FACTOR V = 0.1705 x 6.98 = 1.19 KN *

* *

***********************************************************

62. CHANGE

63. ****************************************************************

64. LOAD 11 EARTHQUAKE LOAD (EZ)

65. ****************************************************************

66. UBC LOAD Z 1

67. PERFORM ANALYSIS

***********************************************************

* *

* Z DIRECTION : Ta = 0.278 Tb = 0.216 Tuser = 0.000 *

* T = 0.216, LOAD FACTOR = 1.000 *

* UBC TYPE = 97 *

* UBC FACTOR V = 0.1705 x 6.98 = 1.19 KN *

* *

***********************************************************

68. CHANGE

69. ****************************************************************

70. LOAD 1 LOADTYPE NONE TITLE DEAD LOADS - (DL)

71. SELFWEIGHT Y -1

72. ****************************************************************

73. ****************************************************************

74. LOAD 2 LOADTYPE NONE TITLE LIVE LOADS (LL)

75. JOINT LOAD

76. 26 28 TO 37 FX 0.0001

77. ****************************************************************

78. ****************************************************************

79. LOAD 3 LOADTYPE NONE TITLE PIPING EMPTY LOADS (PE)

80. MEMBER LOAD

81. 43 CON GX 0.282 0.496

82. 43 CON GY -14.603 0.496

83. 43 CON GZ 0.339 0.496

84. 26 CON GY -2.9 0.4

85. 29 CON GY -3.8 0.4

86. ****************************************************************

87. ****************************************************************

88. LOAD 4 LOADTYPE NONE TITLE PIPING OPERATING LOADS (PO)

89. MEMBER LOAD

90. 43 CON GX 4.612 0.496

91. 43 CON GY -15.434 0.496

Page 40: Design Calculation for Pipe Supports

92. 43 CON GZ 0.413 0.496

93. 26 CON GY -4.3 0.4

94. 29 CON GY -5.6 0.4

95. ****************************************************************

96. ****************************************************************

97. LOAD 5 LOADTYPE NONE TITLE PIPING TEST LOADS (PT)

98. MEMBER LOAD

99. 43 CON GX -0.248 0.496

100. 43 CON GY -13.883 0.496

101. 43 CON GZ 0.306 0.496

102. ****************************************************************

103. ****************************************************************

104. LOAD 6 LOADTYPE NONE TITLE FRICTION LOADS - TRANSVERSE (FLT)

105. ****************************************************************

106. JOINT LOAD

107. 26 28 TO 37 FX 0.0001

108. ****************************************************************

109. LOAD 7 LOADTYPE NONE TITLE FRICTION LOADS - LONG.(FLL)

110. ****************************************************************

111. JOINT LOAD

112. 26 28 TO 37 FX 0.0001

113. ****************************************************************

114. LOAD 8 LOADTYPE NONE TITLE WIND LOAD X

115. ****************************************************************

116. MEMBER LOAD

117. 24 25 27 28 30 31 33 34 36 37 UNI GX 0.46

118. 43 CON GX 1 0.496

119. 26 CON GX 0.6 0.4

120. 29 CON GX 0.68 0.4

121. * 14 TO 16 18 TO 20 25 TO 27 UNI GX 0.70 FROM STEEL AND PIPES/TRAYS

122. ****************************************************************

123. LOAD 9 LOADTYPE NONE TITLE WIND LOAD Z

124. ****************************************************************

125. MEMBER LOAD

126. 24 25 27 28 30 31 33 34 36 37 UNI GZ 0.27

127. 26 29 32 43 UNI GZ 0.37

128. 35 38 TO 42 UNI GZ 0.13

129. 29 CON GZ 0.43 0.4

130. *WIND FROM VERTICAL TRAY 2.0M X 0.5 X0. 2.2 = 2.2KN

131. *2.2/2 = 1.1KN AT JOINT 15 21

132. *FACTORED LOAD COMBINATIONS FOR COLUMN, BEAMS FOUNDATION DESIGN

133. ****************************************************************

134. ***LOAD COMBINATIONS ****

135. ****************************************************************

136. ***ERECTION CONDITION***

137. ****************************************************************

138. LOAD COMB 101 (DL+PE)

139. 1 1.4 3 1.4

140. LOAD COMB 102 (DL+PE+WINDX)

141. 1 1.4 3 1.4 8 1.4

142. LOAD COMB 103 (DL+PE-WINDX)

143. 1 1.4 3 1.4 8 -1.4

144. LOAD COMB 104 (DL+PE+WINDZ)

145. 1 1.4 3 1.4 9 1.4

146. LOAD COMB 105 (DL+PE-WINDZ)

147. 1 1.4 3 1.4 9 -1.4

148. ****************************************************************

149. ***OPERATION CONDITION***

150. ****************************************************************

151. LOAD COMB 106 (DL+PO+LL)

152. 1 1.4 4 1.4 2 1.6

153. LOAD COMB 107 (DL+PO+LL+FLT+FLL)

154. 1 1.4 4 1.4 2 1.6 6 1.6 7 1.6

155. LOAD COMB 108 (DL+PO+LL-FLT+FLL)

156. 1 1.4 4 1.4 2 1.6 6 -1.6 7 1.6

157. LOAD COMB 109 (DL+PO+LL+FLT-FLL)

158. 1 1.4 4 1.4 2 1.6 6 1.6 7 -1.6

159. LOAD COMB 110 (DL+PO+LL-FLT-FLL)

160. 1 1.4 4 1.4 2 1.6 6 -1.6 7 -1.6

161. ***OPERATION CONDITION + WINDX

162. LOAD COMB 111 (DL+PO+LL+FLT+FLL+WINDX)

Page 41: Design Calculation for Pipe Supports

164. LOAD COMB 112 (DL+PO+LL-FLT+FLL+WINDX)

165. 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 8 1.2

166. LOAD COMB 113 (DL+PO+LL+FLT-FLL+WINDX)

167. 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 8 1.2

168. LOAD COMB 114 (DL+PO+LL-FLT-FLL+WINDX)

169. 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 8 1.2

170. ***

171. ***OPERATION CONDITION - WINDX

172. LOAD COMB 115 (DL+PO+LL+FLT+FLL-WINDX)

173. 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 8 -1.2

174. LOAD COMB 116 (DL+PO+LL-FLT+FLL-WINDX)

175. 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 8 -1.2

176. LOAD COMB 117 (DL+PO+LL+FLT-FLL-WINDX)

177. 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 8 -1.2

178. LOAD COMB 118 (DL+PO+LL-FLT-FLL-WINDX)

179. 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 8 -1.2

180. ***OPERATION CONDITION + WINDZ

181. LOAD COMB 119 (DL+PO+LL+FLT+FLL+WINDZ)

182. 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 9 1.2

183. LOAD COMB 120 (DL+PO+LL-FLT+FLL+WINDZ)

184. 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 9 1.2

185. LOAD COMB 121 (DL+PO+LL+FLT-FLL+WINDZ)

186. 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 9 1.2

187. LOAD COMB 122 (DL+PO+LL-FLT-FLL+WINDZ)

188. 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 9 1.2

189. ***

190. ***OPERATION CONDITION - WINDZ

191. LOAD COMB 123 (DL+PO+LL+FLT+FLL-WINDZ)

192. 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 9 -1.2

193. LOAD COMB 124 (DL+PO+LL-FLT+FLL-WINDZ)

194. 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 9 -1.2

195. LOAD COMB 125 (DL+PO+LL+FLT-FLL-WINDZ)

196. 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 9 -1.2

197. LOAD COMB 126 (DL+PO+LL-FLT-FLL-WINDZ)

198. 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 9 -1.2

199. ***OPERATION CONDITION + EX

200. LOAD COMB 127 (DL+PO+LL+FLT+FLL+EX)

201. 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 10 1.0

202. LOAD COMB 128 (DL+PO+LL-FLT+FLL+EX)

203. 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 10 1.0

204. LOAD COMB 129 (DL+PO+LL+FLT-FLL+EX)

205. 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 10 1.0

206. LOAD COMB 130 (DL+PO+LL-FLT-FLL+EX)

207. 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 10 1.0

208. ***

209. ***OPERATION CONDITION - EX

210. LOAD COMB 131 (DL+PO+LL+FLT+FLL+EX)

211. 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 10 -1.0

212. LOAD COMB 132 (DL+PO+LL-FLT+FLL+EX)

213. 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 10 -1.0

214. LOAD COMB 133 (DL+PO+LL+FLT-FLL+EX)

215. 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 10 -1.0

216. LOAD COMB 134 (DL+PO+LL-FLT-FLL+EX)

217. 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 10 -1.0

218. ***OPERATION CONDITION + EZ

219. LOAD COMB 135 (DL+PO+LL+FLT+FLL+EZ)

220. 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 11 1.0

221. LOAD COMB 136 (DL+PO+LL-FLT+FLL+EZ)

222. 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 11 1.0

223. LOAD COMB 137 (DL+PO+LL+FLT-FLL+EZ)

224. 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 11 1.0

225. LOAD COMB 138 (DL+PO+LL-FLT-FLL+EZ)

226. 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 11 1.0

227. ***

228. ***OPERATION CONDITION - EZ

229. LOAD COMB 139 (DL+PO+LL+FLT+FLL-EZ)

230. 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 11 -1.0

231. LOAD COMB 140 (DL+PO+LL-FLT+FLL+EX)

232. 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 11 -1.0

233. LOAD COMB 141 (DL+PO+LL+FLT-FLL+EX)

234. 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 11 -1.0

235. LOAD COMB 142 (DL+PO+LL-FLT-FLL+EX)

Page 42: Design Calculation for Pipe Supports

236. 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 11 -1.0

237. ****************************************************************

238. ***TEST CONDITION***

239. ****************************************************************

240. LOAD COMB 143 (DL+TEST)

241. 1 1.4 5 1.4

242. ***TEST + WINDX

243. LOAD COMB 144 (DL+TEST+0.72 WINDX)

244. 1 1.2 5 1.2 8 0.72

245. LOAD COMB 145 (DL+TEST-0.72 WINDX)

246. 1 1.2 5 1.2 8 -0.72

247. ***TEST + WINDZ

248. LOAD COMB 146 (DL+TEST+0.72 WINDX)

249. 1 1.2 5 1.2 9 0.72

250. LOAD COMB 147 (DL+TEST-0.72 WINDX)

251. 1 1.2 5 1.2 9 -0.72

252. *SERVICE LOAD COMBINATIONS

253. ****************************************************************

254. ***ERECTION CONDITION***

255. ****************************************************************

256. LOAD COMB 201 (DL+PE)

257. 1 1.0 3 1.0

258. LOAD COMB 202 (DL+PE+WINDX)

259. 1 1.0 3 1.0 8 1.0

260. LOAD COMB 203 (DL+PE-WINDX)

261. 1 1.0 3 1.0 8 -1.0

262. LOAD COMB 204 (DL+PE+WINDZ)

263. 1 1.0 3 1.0 9 1.0

264. LOAD COMB 205 (DL+PE-WINDZ)

265. 1 1.0 3 1.0 9 -1.0

266. ****************************************************************

267. ***OPERATION CONDITION***

268. ****************************************************************

269. LOAD COMB 206 (DL+PO+LL)

270. 1 1.0 4 1.0 2 1.0

271. LOAD COMB 207 (DL+PO+LL+FLT+FLL)

272. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0

273. LOAD COMB 208 (DL+PO+LL-FLT+FLL)

274. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0

275. LOAD COMB 209 (DL+PO+LL+FLT-FLL)

276. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0

277. LOAD COMB 210 (DL+PO+LL-FLT-FLL)

278. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0

279. ***OPERATION CONDITION + WINDX

280. LOAD COMB 211 (DL+PO+LL+FLT+FLL+WINDX)

281. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 8 1.0

282. LOAD COMB 212 (DL+PO+LL-FLT+FLL+WINDX)

283. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 8 1.0

284. LOAD COMB 213 (DL+PO+LL+FLT-FLL+WINDX)

285. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 8 1.0

286. LOAD COMB 214 (DL+PO+LL-FLT-FLL+WINDX)

287. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 8 1.0

288. ***

289. ***OPERATION CONDITION - WINDX

290. LOAD COMB 215 (DL+PO+LL+FLT+FLL-WINDX)

291. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 8 -1.0

292. LOAD COMB 216 (DL+PO+LL-FLT+FLL-WINDX)

293. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 8 -1.0

294. LOAD COMB 217 (DL+PO+LL+FLT-FLL-WINDX)

295. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 8 -1.0

296. LOAD COMB 218 (DL+PO+LL-FLT-FLL-WINDX)

297. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 8 -1.0

298. ***OPERATION CONDITION + WINDZ

299. LOAD COMB 219 (DL+PO+LL+FLT+FLL+WINDZ)

300. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 9 1.0

301. LOAD COMB 220 (DL+PO+LL-FLT+FLL+WINDZ)

302. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 9 1.0

303. LOAD COMB 221 (DL+PO+LL+FLT-FLL+WINDZ)

304. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 9 1.0

305. LOAD COMB 222 (DL+PO+LL-FLT-FLL+WINDZ)

306. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 9 1.0

307. ***

Page 43: Design Calculation for Pipe Supports

308. ***OPERATION CONDITION - WINDZ

309. LOAD COMB 223 (DL+PO+LL+FLT+FLL-WINDZ)

310. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 9 -1.0

311. LOAD COMB 224 (DL+PO+LL-FLT+FLL-WINDZ)

312. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 9 -1.0

313. LOAD COMB 225 (DL+PO+LL+FLT-FLL-WINDZ)

314. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 9 -1.0

315. LOAD COMB 226 (DL+PO+LL-FLT-FLL-WINDZ)

316. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 9 -1.0

317. ***OPERATION CONDITION + EX

318. LOAD COMB 227 (DL+PO+LL+FLT+FLL+EX)

319. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 10 0.715

320. LOAD COMB 228 (DL+PO+LL-FLT+FLL+EX)

321. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 10 0.715

322. LOAD COMB 229 (DL+PO+LL+FLT-FLL+EX)

323. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 10 0.715

324. LOAD COMB 230 (DL+PO+LL-FLT-FLL+EX)

325. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 10 0.715

326. ***

327. ***OPERATION CONDITION - EX

328. LOAD COMB 231 (DL+PO+LL+FLT+FLL+EX)

329. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 10 -0.715

330. LOAD COMB 232 (DL+PO+LL-FLT+FLL+EX)

331. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 10 -0.715

332. LOAD COMB 233 (DL+PO+LL+FLT-FLL+EX)

333. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 10 -0.715

334. LOAD COMB 234 (DL+PO+LL-FLT-FLL+EX)

335. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 10 -0.715

336. ***OPERATION CONDITION + EZ

337. LOAD COMB 235 (DL+PO+LL+FLT+FLL+EZ)

338. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 11 0.715

339. LOAD COMB 236 (DL+PO+LL-FLT+FLL+EZ)

340. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 11 0.715

341. LOAD COMB 237 (DL+PO+LL+FLT-FLL+EZ)

342. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 11 0.715

343. LOAD COMB 238 (DL+PO+LL-FLT-FLL+EZ)

344. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 11 0.715

345. ***

346. ***OPERATION CONDITION - EZ

347. LOAD COMB 239 (DL+PO+LL+FLT+FLL-EZ)

348. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 11 -0.715

349. LOAD COMB 240 (DL+PO+LL-FLT+FLL+EX)

350. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 11 -0.715

351. LOAD COMB 241 (DL+PO+LL+FLT-FLL+EX)

352. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 11 -0.715

353. LOAD COMB 242 (DL+PO+LL-FLT-FLL+EX)

354. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 11 -0.715

355. ****************************************************************

356. ***TEST CONDITION***

357. ****************************************************************

358. LOAD COMB 243 (DL+TEST)

359. 1 1.0 5 1.0

360. ***TEST + WINDX

361. LOAD COMB 244 (DL+TEST+0.6 WINDX)

362. 1 1.0 5 1.0 8 0.6

363. LOAD COMB 245 (DL+TEST-0.6 WINDX)

364. 1 1.0 5 1.0 8 -0.6

365. ***TEST + WINDZ

366. LOAD COMB 246 (DL+TEST+0.6 WINDX)

367. 1 1.0 5 1.0 9 0.6

368. LOAD COMB 247 (DL+TEST-0.6 WINDX)

369. 1 1.0 5 1.0 9 -0.6

370. ******************************************************

371. PERFORM ANALYSIS

372. DEFINE ENVELOP

373. 201 TO 247 ENVELOP 1 TYPE SERVICEABILITY

374. 101 TO 147 ENVELOP 2 TYPE STRESS

375. 1 TO 11 ENVELOP 3 TYPE CONNECTION

376. END DEFINE ENVELOP

Page 44: Design Calculation for Pipe Supports

378. PARAMETER 1

379. CODE BS5950

380. PY 250000 ALL

381. DFF 180 MEMB 43

382. DFF 300 MEMB 26 29 32 35 38

383. LOAD LIST 201 TO 247

384. LOAD LIST 101 TO 147

385. CHECK CODE ALL

STAAD.Pro CODE CHECKING - (BSI )

***********************

PROGRAM CODE REVISION V2.12_5950-1_2000

ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

=======================================================================

24 ST UB254X146X31 PASS BS-4.8.2.2 0.104 111

9.69 T 2.16 -0.01 0.00

25 ST UB254X146X31 PASS BS-4.8.3.3.2 0.111 111

32.35 C 2.06 0.51 -

26 ST UB203X133X25 PASS BS-4.8.2.2 0.183 107

5.32 T -0.27 -10.33 0.90

27 ST UB254X146X31 PASS BS-4.8.2.2 0.033 111

9.51 T 0.45 -0.41 0.96

28 ST UB254X146X31 PASS BS-4.7 (C) 0.055 107

52.41 C 0.49 1.45 0.96

29 ST UB203X133X25 PASS BS-4.2.3-(Y) 0.043 111

6.58 C 0.00 -1.98 0.90

30 ST UB254X146X31 PASS BS-4.8.2.2 0.053 123

12.95 T 0.14 -3.32 1.01

31 ST UB254X146X31 PASS ANNEX I.1 0.074 104

39.07 C 0.07 6.92 -

32 ST UB203X133X25 PASS ANNEX I.1 0.015 111

8.55 C 0.00 0.95 -

33 ST UB254X146X31 PASS BS-4.8.2.2 0.078 123

18.07 T 0.05 -5.68 1.01

34 ST UB254X146X31 PASS ANNEX I.1 0.113 104

40.16 C 0.06 10.86 -

35 ST UA70X70X8 PASS BS-4.8.3.3.1 0.118 111

10.74 C 0.08 0.07 -

36 ST UB254X146X31 PASS BS-4.8.2.2 0.135 123

23.98 T 0.46 -8.87 1.12

37 ST UB254X146X31 PASS ANNEX I.1 0.169 104

41.05 C 0.14 15.89 -

38 ST UA70X70X8 PASS BS-4.8.3.3.1 0.130 111

11.51 C 0.09 0.08 -

39 ST UA70X70X8 PASS BS-4.8.3.3.1 0.112 103

12.05 C 0.01 0.01 -

40 ST UA70X70X8 PASS BS-4.8.3.3.1 0.093 103

10.48 C 0.01 0.01 -

41 ST UA70X70X8 PASS BS-4.8.3.3.1 0.073 103

7.96 C 0.01 0.01 -

42 ST UA70X70X8 PASS BS-4.8.2.2 0.053 111

11.85 T -0.01 -0.01 0.66

43 ST UB203X133X25 PASS BS-4.8.2.2 0.192 107

6.46 T 0.29 10.82 0.00

************** END OF TABULATED RESULT OF DESIGN **************

386. *****************************************************

387. LOAD LIST 1 TO 11

Page 45: Design Calculation for Pipe Supports

STEEL TAKE-OFF

--------------

PROFILE LENGTH(METE) WEIGHT(KN )

ST UB254X146X31 9.65 3.007

ST UB203X133X25 3.45 0.866

ST UA70X70X8 7.26 0.610

----------------

TOTAL = 4.482

************ END OF DATA FROM INTERNAL STORAGE ************

389. PARAMETER 2

390. CODE BS5950

391. LZ 4.82 MEMB 24 25 27 28 30 31 33 34 36 37

392. KZ 2.1 MEMB 24 25 27 28 30 31 33 34 36 37

393. FINISH

*********** END OF THE STAAD.Pro RUN ***********

**** DATE= JUL 20,2012 TIME= 13:51:59 ****

************************************************************

* For questions on STAAD.Pro, please contact *

* Research Engineers Offices at the following locations *

* *

* Telephone Email *

* USA: +1 (714)974-2500 [email protected] *

* CANADA +1 (905)632-4771 [email protected] *

* UK +44(1454)207-000 [email protected] *

* NORWAY +47 67 57 21 30 [email protected] *

* SINGAPORE +65 6225-6158 [email protected] *

* INDIA +91(033)4006-2021 [email protected] *

* JAPAN +81(03)5952-6500 [email protected] *

* CHINA +86(411)8479-1166 [email protected] *

* THAILAND +66(0)2645-1018/19 [email protected] *

* *

* North America [email protected] *

* Europe [email protected] *

* Asia [email protected] *

************************************************************

Page 46: Design Calculation for Pipe Supports

****************************************************

* *

* STAAD.Pro *

* Version 2007 Build 04 *

* Proprietary Program of *

* Research Engineers, Intl. *

* Date= JUL 20, 2012 *

* Time= 13:54:36 *

* *

* USER ID: *

****************************************************

1. STAAD SPACE

INPUT FILE: PS-02 PS-03.STD

2. START JOB INFORMATION

3. ENGINEER DATE 17JUL2012

4. JOB NAME P11542 - PIPE SUPPORT 02 03

5. JOB CLIENT ADCO

6. ENGINEER NAME SBU

7. END JOB INFORMATION

8. ****************************************************************

9. INPUT WIDTH 79

10. ****************************************************************

11. UNIT METER KN

12. JOINT COORDINATES

13. 25 0 100.3 4.5; 26 0 105.124 4.5; 27 1.25 105.124 4.5; 28 0 100.3 7.30001

14. 29 0 105.124 7.30001; 30 1.25 105.124 7.30001; 31 0 105.124 5.9

15. 32 1.25 105.124 5.9; 33 0 103.874 4.5; 34 0 103.874 7.30001

16. MEMBER INCIDENCES

17. 24 26 33; 25 26 27; 26 29 34; 27 29 30; 28 26 31; 29 27 32; 30 31 29; 31 32 30

18. 32 31 32; 33 26 32; 34 32 29; 35 33 25; 36 34 28; 37 33 27; 38 34 30

19. ****************************************************************

20. DEFINE MATERIAL START

21. ISOTROPIC STEEL

22. E 2.05E+008

23. POISSON 0.3

24. DENSITY 78.5

25. ALPHA 1.2E-005

26. DAMP 0.03

27. END DEFINE MATERIAL

28. ****************************************************************

29. MEMBER PROPERTY BRITISH

30. 24 TO 27 35 36 TABLE ST UC254X254X89

31. 28 TO 31 TABLE ST UC203X203X46

32. 32 TO 34 37 38 TABLE ST UA80X80X8

33. ****************************************************************

34. CONSTANTS

35. BETA 45 MEMB 33 34

36. *BETA 90 MEMB 2

37. MATERIAL STEEL ALL

38. ****************************************************************

39. SUPPORTS

40. 25 28 FIXED

41. ****************************************************************

42. MEMBER RELEASE

43. 28 29 32 TO 34 37 38 START MY MZ

44. 30 TO 33 37 38 END MY MZ

45. DEFINE UBC LOAD

46. ****************************************************************

47. ZONE 0.075 I 1.25 RWX 2.2 RWZ 2.2 STYP 4

48. SELFWEIGHT 1

49. **

50. JOINT WEIGHT

51. 26 WEIGHT 2.5

52. MEMBER WEIGHT

53. ****************************************************************

54. LOAD 10 EARTHQUAKE LOAD (EX)

55. ****************************************************************

Page 47: Design Calculation for Pipe Supports

56. UBC LOAD X 1

57. PERFORM ANALYSIS

P R O B L E M S T A T I S T I C S

-----------------------------------

NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 10/ 15/ 2

SOLVER USED IS THE IN-CORE ADVANCED SOLVER

TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 48

***********************************************************

* *

* X DIRECTION : Ta = 0.278 Tb = 0.175 Tuser = 0.000 *

* T = 0.175, LOAD FACTOR = 1.000 *

* UBC TYPE = 97 *

* UBC FACTOR V = 0.1705 x 16.68 = 2.84 KN *

* *

***********************************************************

58. CHANGE

59. ****************************************************************

60. LOAD 11 EARTHQUAKE LOAD (EZ)

61. ****************************************************************

62. UBC LOAD Z 1

63. PERFORM ANALYSIS

***********************************************************

* *

* Z DIRECTION : Ta = 0.278 Tb = 0.285 Tuser = 0.000 *

* T = 0.285, LOAD FACTOR = 1.000 *

* UBC TYPE = 97 *

* UBC FACTOR V = 0.1705 x 16.68 = 2.84 KN *

* *

***********************************************************

64. CHANGE

65. ****************************************************************

66. LOAD 1 LOADTYPE NONE TITLE DEAD LOADS - (DL)

67. SELFWEIGHT Y -1

68. ****************************************************************

69. ****************************************************************

70. LOAD 2 LOADTYPE NONE TITLE LIVE LOADS (LL)

71. JOINT LOAD

72. 26 29 31 33 34 FX 0.0001

73. ****************************************************************

74. ****************************************************************

75. LOAD 3 LOADTYPE NONE TITLE PIPING EMPTY LOADS (PE)

76. ****************************************************************

77. MEMBER LOAD

78. 27 CON GZ 0.245 1

79. 27 CON GY -7.294 1

80. 27 CON GX 0.009 1

81. 25 CON GY -2.043 1

82. 25 CON GZ 0.081 1

83. 25 CON GX 0.007 1

84. ****************************************************************

85. LOAD 4 LOADTYPE NONE TITLE PIPING OPERATING LOADS (PO)

86. ****************************************************************

87. MEMBER LOAD

88. 27 CON GZ -2.217 1

89. 27 CON GY -7.42 1

90. 27 CON GX -0.488 1

91. 25 CON GY -3.102 1

Page 48: Design Calculation for Pipe Supports

92. 25 CON GZ 0.928 1

93. 25 CON GX -0.075 1

94. ****************************************************************

95. LOAD 5 LOADTYPE NONE TITLE PIPING TEST LOADS (PT)

96. ****************************************************************

97. MEMBER LOAD

98. 27 CON GZ 0.232 1

99. 27 CON GY -6.87 1

100. 27 CON GX 0.012 1

101. 25 CON GY -1.84 1

102. 25 CON GZ 0.08 1

103. 25 CON GX -0.001 1

104. ****************************************************************

105. LOAD 6 LOADTYPE NONE TITLE FRICTION LOADS - TRANSVERSE (FLT)

106. ****************************************************************

107. MEMBER LOAD

108. 25 27 32 CON GX 1E-005 1

109. ****************************************************************

110. LOAD 7 LOADTYPE NONE TITLE FRICTION LOADS - LONG.(FLL)

111. ****************************************************************

112. MEMBER LOAD

113. 25 27 32 CON GX 1E-005 1

114. ****************************************************************

115. LOAD 8 LOADTYPE NONE TITLE WIND LOAD X

116. ****************************************************************

117. MEMBER LOAD

118. 24 26 35 36 UNI GX 0.48

119. JOINT LOAD

120. 29 34 FX 0.99

121. MEMBER LOAD

122. 28 TO 31 UNI GX 0.39

123. JOINT LOAD

124. 26 33 FX 1.06

125. * 14 TO 16 18 TO 20 25 TO 27 UNI GX 0.70 FROM STEEL AND PIPES/TRAYS

126. ****************************************************************

127. LOAD 9 LOADTYPE NONE TITLE WIND LOAD Z

128. ****************************************************************

129. MEMBER LOAD

130. 24 TO 27 32 35 36 UNI GZ 0.48

131. 24 26 35 36 UNI GZ 0.48

132. *WIND FROM VERTICAL TRAY 2.0M X 0.5 X0. 2.2 = 2.2KN

133. *2.2/2 = 1.1KN AT JOINT 15 21

134. *FACTORED LOAD COMBINATIONS FOR COLUMN, BEAMS FOUNDATION DESIGN

135. ****************************************************************

136. ***LOAD COMBINATIONS ****

137. ****************************************************************

138. ***ERECTION CONDITION***

139. ****************************************************************

140. LOAD COMB 101 (DL+PE)

141. 1 1.4 3 1.4

142. LOAD COMB 102 (DL+PE+WINDX)

143. 1 1.4 3 1.4 8 1.4

144. LOAD COMB 103 (DL+PE-WINDX)

145. 1 1.4 3 1.4 8 -1.4

146. LOAD COMB 104 (DL+PE+WINDZ)

147. 1 1.4 3 1.4 9 1.4

148. LOAD COMB 105 (DL+PE-WINDZ)

149. 1 1.4 3 1.4 9 -1.4

150. ****************************************************************

151. ***OPERATION CONDITION***

152. ****************************************************************

153. LOAD COMB 106 (DL+PO+LL)

154. 1 1.4 4 1.4 2 1.6

155. LOAD COMB 107 (DL+PO+LL+FLT+FLL)

156. 1 1.4 4 1.4 2 1.6 6 1.6 7 1.6

157. LOAD COMB 108 (DL+PO+LL-FLT+FLL)

158. 1 1.4 4 1.4 2 1.6 6 -1.6 7 1.6

159. LOAD COMB 109 (DL+PO+LL+FLT-FLL)

160. 1 1.4 4 1.4 2 1.6 6 1.6 7 -1.6

161. LOAD COMB 110 (DL+PO+LL-FLT-FLL)

162. 1 1.4 4 1.4 2 1.6 6 -1.6 7 -1.6

Page 49: Design Calculation for Pipe Supports

164. LOAD COMB 111 (DL+PO+LL+FLT+FLL+WINDX)

165. 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 8 1.2

166. LOAD COMB 112 (DL+PO+LL-FLT+FLL+WINDX)

167. 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 8 1.2

168. LOAD COMB 113 (DL+PO+LL+FLT-FLL+WINDX)

169. 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 8 1.2

170. LOAD COMB 114 (DL+PO+LL-FLT-FLL+WINDX)

171. 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 8 1.2

172. ***

173. ***OPERATION CONDITION - WINDX

174. LOAD COMB 115 (DL+PO+LL+FLT+FLL-WINDX)

175. 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 8 -1.2

176. LOAD COMB 116 (DL+PO+LL-FLT+FLL-WINDX)

177. 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 8 -1.2

178. LOAD COMB 117 (DL+PO+LL+FLT-FLL-WINDX)

179. 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 8 -1.2

180. LOAD COMB 118 (DL+PO+LL-FLT-FLL-WINDX)

181. 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 8 -1.2

182. ***OPERATION CONDITION + WINDZ

183. LOAD COMB 119 (DL+PO+LL+FLT+FLL+WINDZ)

184. 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 9 1.2

185. LOAD COMB 120 (DL+PO+LL-FLT+FLL+WINDZ)

186. 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 9 1.2

187. LOAD COMB 121 (DL+PO+LL+FLT-FLL+WINDZ)

188. 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 9 1.2

189. LOAD COMB 122 (DL+PO+LL-FLT-FLL+WINDZ)

190. 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 9 1.2

191. ***

192. ***OPERATION CONDITION - WINDZ

193. LOAD COMB 123 (DL+PO+LL+FLT+FLL-WINDZ)

194. 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 9 -1.2

195. LOAD COMB 124 (DL+PO+LL-FLT+FLL-WINDZ)

196. 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 9 -1.2

197. LOAD COMB 125 (DL+PO+LL+FLT-FLL-WINDZ)

198. 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 9 -1.2

199. LOAD COMB 126 (DL+PO+LL-FLT-FLL-WINDZ)

200. 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 9 -1.2

201. ***OPERATION CONDITION + EX

202. LOAD COMB 127 (DL+PO+LL+FLT+FLL+EX)

203. 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 10 1.0

204. LOAD COMB 128 (DL+PO+LL-FLT+FLL+EX)

205. 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 10 1.0

206. LOAD COMB 129 (DL+PO+LL+FLT-FLL+EX)

207. 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 10 1.0

208. LOAD COMB 130 (DL+PO+LL-FLT-FLL+EX)

209. 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 10 1.0

210. ***

211. ***OPERATION CONDITION - EX

212. LOAD COMB 131 (DL+PO+LL+FLT+FLL+EX)

213. 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 10 -1.0

214. LOAD COMB 132 (DL+PO+LL-FLT+FLL+EX)

215. 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 10 -1.0

216. LOAD COMB 133 (DL+PO+LL+FLT-FLL+EX)

217. 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 10 -1.0

218. LOAD COMB 134 (DL+PO+LL-FLT-FLL+EX)

219. 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 10 -1.0

220. ***OPERATION CONDITION + EZ

221. LOAD COMB 135 (DL+PO+LL+FLT+FLL+EZ)

222. 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 11 1.0

223. LOAD COMB 136 (DL+PO+LL-FLT+FLL+EZ)

224. 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 11 1.0

225. LOAD COMB 137 (DL+PO+LL+FLT-FLL+EZ)

226. 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 11 1.0

227. LOAD COMB 138 (DL+PO+LL-FLT-FLL+EZ)

228. 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 11 1.0

229. ***

230. ***OPERATION CONDITION - EZ

231. LOAD COMB 139 (DL+PO+LL+FLT+FLL-EZ)

232. 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 11 -1.0

233. LOAD COMB 140 (DL+PO+LL-FLT+FLL+EX)

234. 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 11 -1.0

235. LOAD COMB 141 (DL+PO+LL+FLT-FLL+EX)

Page 50: Design Calculation for Pipe Supports

236. 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 11 -1.0

237. LOAD COMB 142 (DL+PO+LL-FLT-FLL+EX)

238. 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 11 -1.0

239. ****************************************************************

240. ***TEST CONDITION***

241. ****************************************************************

242. LOAD COMB 143 (DL+TEST)

243. 1 1.4 5 1.4

244. ***TEST + WINDX

245. LOAD COMB 144 (DL+TEST+0.72 WINDX)

246. 1 1.2 5 1.2 8 0.72

247. LOAD COMB 145 (DL+TEST-0.72 WINDX)

248. 1 1.2 5 1.2 8 -0.72

249. ***TEST + WINDZ

250. LOAD COMB 146 (DL+TEST+0.72 WINDX)

251. 1 1.2 5 1.2 9 0.72

252. LOAD COMB 147 (DL+TEST-0.72 WINDX)

253. 1 1.2 5 1.2 9 -0.72

254. *SERVICE LOAD COMBINATIONS

255. ****************************************************************

256. ***ERECTION CONDITION***

257. ****************************************************************

258. LOAD COMB 201 (DL+PE)

259. 1 1.0 3 1.0

260. LOAD COMB 202 (DL+PE+WINDX)

261. 1 1.0 3 1.0 8 1.0

262. LOAD COMB 203 (DL+PE-WINDX)

263. 1 1.0 3 1.0 8 -1.0

264. LOAD COMB 204 (DL+PE+WINDZ)

265. 1 1.0 3 1.0 9 1.0

266. LOAD COMB 205 (DL+PE-WINDZ)

267. 1 1.0 3 1.0 9 -1.0

268. ****************************************************************

269. ***OPERATION CONDITION***

270. ****************************************************************

271. LOAD COMB 206 (DL+PO+LL)

272. 1 1.0 4 1.0 2 1.0

273. LOAD COMB 207 (DL+PO+LL+FLT+FLL)

274. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0

275. LOAD COMB 208 (DL+PO+LL-FLT+FLL)

276. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0

277. LOAD COMB 209 (DL+PO+LL+FLT-FLL)

278. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0

279. LOAD COMB 210 (DL+PO+LL-FLT-FLL)

280. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0

281. ***OPERATION CONDITION + WINDX

282. LOAD COMB 211 (DL+PO+LL+FLT+FLL+WINDX)

283. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 8 1.0

284. LOAD COMB 212 (DL+PO+LL-FLT+FLL+WINDX)

285. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 8 1.0

286. LOAD COMB 213 (DL+PO+LL+FLT-FLL+WINDX)

287. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 8 1.0

288. LOAD COMB 214 (DL+PO+LL-FLT-FLL+WINDX)

289. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 8 1.0

290. ***

291. ***OPERATION CONDITION - WINDX

292. LOAD COMB 215 (DL+PO+LL+FLT+FLL-WINDX)

293. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 8 -1.0

294. LOAD COMB 216 (DL+PO+LL-FLT+FLL-WINDX)

295. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 8 -1.0

296. LOAD COMB 217 (DL+PO+LL+FLT-FLL-WINDX)

297. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 8 -1.0

298. LOAD COMB 218 (DL+PO+LL-FLT-FLL-WINDX)

299. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 8 -1.0

300. ***OPERATION CONDITION + WINDZ

301. LOAD COMB 219 (DL+PO+LL+FLT+FLL+WINDZ)

302. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 9 1.0

303. LOAD COMB 220 (DL+PO+LL-FLT+FLL+WINDZ)

304. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 9 1.0

305. LOAD COMB 221 (DL+PO+LL+FLT-FLL+WINDZ)

306. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 9 1.0

307. LOAD COMB 222 (DL+PO+LL-FLT-FLL+WINDZ)

Page 51: Design Calculation for Pipe Supports

308. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 9 1.0

309. ***

310. ***OPERATION CONDITION - WINDZ

311. LOAD COMB 223 (DL+PO+LL+FLT+FLL-WINDZ)

312. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 9 -1.0

313. LOAD COMB 224 (DL+PO+LL-FLT+FLL-WINDZ)

314. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 9 -1.0

315. LOAD COMB 225 (DL+PO+LL+FLT-FLL-WINDZ)

316. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 9 -1.0

317. LOAD COMB 226 (DL+PO+LL-FLT-FLL-WINDZ)

318. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 9 -1.0

319. ***OPERATION CONDITION + EX

320. LOAD COMB 227 (DL+PO+LL+FLT+FLL+EX)

321. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 10 0.715

322. LOAD COMB 228 (DL+PO+LL-FLT+FLL+EX)

323. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 10 0.715

324. LOAD COMB 229 (DL+PO+LL+FLT-FLL+EX)

325. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 10 0.715

326. LOAD COMB 230 (DL+PO+LL-FLT-FLL+EX)

327. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 10 0.715

328. ***

329. ***OPERATION CONDITION - EX

330. LOAD COMB 231 (DL+PO+LL+FLT+FLL+EX)

331. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 10 -0.715

332. LOAD COMB 232 (DL+PO+LL-FLT+FLL+EX)

333. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 10 -0.715

334. LOAD COMB 233 (DL+PO+LL+FLT-FLL+EX)

335. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 10 -0.715

336. LOAD COMB 234 (DL+PO+LL-FLT-FLL+EX)

337. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 10 -0.715

338. ***OPERATION CONDITION + EZ

339. LOAD COMB 235 (DL+PO+LL+FLT+FLL+EZ)

340. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 11 0.715

341. LOAD COMB 236 (DL+PO+LL-FLT+FLL+EZ)

342. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 11 0.715

343. LOAD COMB 237 (DL+PO+LL+FLT-FLL+EZ)

344. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 11 0.715

345. LOAD COMB 238 (DL+PO+LL-FLT-FLL+EZ)

346. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 11 0.715

347. ***

348. ***OPERATION CONDITION - EZ

349. LOAD COMB 239 (DL+PO+LL+FLT+FLL-EZ)

350. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 11 -0.715

351. LOAD COMB 240 (DL+PO+LL-FLT+FLL+EX)

352. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 11 -0.715

353. LOAD COMB 241 (DL+PO+LL+FLT-FLL+EX)

354. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 11 -0.715

355. LOAD COMB 242 (DL+PO+LL-FLT-FLL+EX)

356. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 11 -0.715

357. ****************************************************************

358. ***TEST CONDITION***

359. ****************************************************************

360. LOAD COMB 243 (DL+TEST)

361. 1 1.0 5 1.0

362. ***TEST + WINDX

363. LOAD COMB 244 (DL+TEST+0.6 WINDX)

364. 1 1.0 5 1.0 8 0.6

365. LOAD COMB 245 (DL+TEST-0.6 WINDX)

366. 1 1.0 5 1.0 8 -0.6

367. ***TEST + WINDZ

368. LOAD COMB 246 (DL+TEST+0.6 WINDX)

369. 1 1.0 5 1.0 9 0.6

370. LOAD COMB 247 (DL+TEST-0.6 WINDX)

371. 1 1.0 5 1.0 9 -0.6

372. ******************************************************

373. PERFORM ANALYSIS

374. DEFINE ENVELOP

375. 201 TO 247 ENVELOP 1 TYPE SERVICEABILITY

376. 101 TO 147 ENVELOP 2 TYPE STRESS

Page 52: Design Calculation for Pipe Supports

378. END DEFINE ENVELOP

379. ******************************************************

380. PARAMETER 1

381. CODE BS5950

382. DJ1 26 MEMB 28 30

383. DJ2 29 MEMB 28 30

384. DJ2 30 MEMB 29 31

385. DJ1 27 MEMB 29 31

386. PY 250000 ALL

387. DFF 180 MEMB 25 27 32

388. DFF 300 MEMB 28 TO 31

389. RATIO 0.9 ALL

390. LOAD LIST 201 TO 247

391. LOAD LIST 101 TO 147

392. STEEL TAKE OFF LIST 24 TO 38

STEEL TAKE-OFF

--------------

PROFILE LENGTH(METE) WEIGHT(KN )

ST UC254X254X89 12.15 10.776

ST UC203X203X46 5.60 2.580

ST UA80X80X8 8.54 0.825

----------------

TOTAL = 14.181

************ END OF DATA FROM INTERNAL STORAGE ************

393. CHECK CODE ALL

STAAD.Pro CODE CHECKING - (BSI )

***********************

PROGRAM CODE REVISION V2.12_5950-1_2000

ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

=======================================================================

24 ST UC254X254X89 PASS ANNEX I.1 0.039 104

4.54 C 2.80 6.00 -

25 ST UC254X254X89 PASS BS-4.2.3-(Y) 0.008 106

4.59 T 0.00 -0.01 1.25

26 ST UC254X254X89 PASS ANNEX I.1 0.057 104

7.26 C 2.45 12.02 -

27 ST UC254X254X89 PASS BS-4.2.3-(Y) 0.019 102

9.08 T 0.00 0.01 1.25

28 ST UC203X203X46 PASS ANNEX I.1 0.008 102

0.93 C 0.11 0.69 -

29 ST UC203X203X46 PASS BS-4.8.2.2 0.010 105

0.31 T 0.02 1.12 1.40

30 ST UC203X203X46 PASS ANNEX I.1 0.008 102

0.93 C 0.11 0.69 -

31 ST UC203X203X46 PASS BS-4.8.2.2 0.010 105

0.22 T -0.02 -1.12 0.00

32 ST UA80X80X8 PASS BS-4.8.3.3.1 0.051 105

0.01 C 0.13 0.03 -

33 ST UA80X80X8 PASS BS-4.8.3.3.1 0.039 115

1.87 C 0.04 0.04 -

34 ST UA80X80X8 PASS BS-4.9 0.360 123

0.00 T 0.90 0.20 0.16

35 ST UC254X254X89 PASS ANNEX I.1 0.187 104

Page 53: Design Calculation for Pipe Supports

36 ST UC254X254X89 PASS ANNEX I.1 0.201 104

20.34 C 22.67 12.02 -

37 ST UA80X80X8 PASS BS-4.8.3.3.1 0.069 106

6.58 C 0.00 0.04 -

38 ST UA80X80X8 PASS BS-4.8.3.3.1 0.116 102

12.45 C 0.00 0.04 -

************** END OF TABULATED RESULT OF DESIGN **************

394. FINISH

*********** END OF THE STAAD.Pro RUN ***********

**** DATE= JUL 20,2012 TIME= 13:54:39 ****

************************************************************

* For questions on STAAD.Pro, please contact *

* Research Engineers Offices at the following locations *

* *

* Telephone Email *

* USA: +1 (714)974-2500 [email protected] *

* CANADA +1 (905)632-4771 [email protected] *

* UK +44(1454)207-000 [email protected] *

* NORWAY +47 67 57 21 30 [email protected] *

* SINGAPORE +65 6225-6158 [email protected] *

* INDIA +91(033)4006-2021 [email protected] *

* JAPAN +81(03)5952-6500 [email protected] *

* CHINA +86(411)8479-1166 [email protected] *

* THAILAND +66(0)2645-1018/19 [email protected] *

* *

* North America [email protected] *

* Europe [email protected] *

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************************************************************

Page 54: Design Calculation for Pipe Supports

****************************************************

* *

* STAAD.Pro *

* Version 2007 Build 04 *

* Proprietary Program of *

* Research Engineers, Intl. *

* Date= JUL 20, 2012 *

* Time= 13:55:55 *

* *

* USER ID: *

****************************************************

1. STAAD SPACE

INPUT FILE: PS-04.STD

2. START JOB INFORMATION

3. ENGINEER DATE 9 JUL 2012

4. JOB NAME P11542 - PIPE SUPPORT 04

5. JOB CLIENT ADCO

6. ENGINEER NAME SBU

7. END JOB INFORMATION

8. ****************************************************************

9. INPUT WIDTH 79

10. ****************************************************************

11. UNIT METER KN

12. JOINT COORDINATES

13. 25 0 100.3 4.5; 26 0 105.124 4.5; 27 0.250001 105.124 4.5

14. 28 -0.250001 105.124 4.5

15. MEMBER INCIDENCES

16. 24 26 25; 25 28 26; 26 26 27

17. ****************************************************************

18. DEFINE MATERIAL START

19. ISOTROPIC STEEL

20. E 2.05E+008

21. POISSON 0.3

22. DENSITY 78.5

23. ALPHA 1.2E-005

24. DAMP 0.03

25. END DEFINE MATERIAL

26. ****************************************************************

27. MEMBER PROPERTY BRITISH

28. 24 TO 26 TABLE ST UC254X254X89

29. ****************************************************************

30. CONSTANTS

31. *BETA 90 MEMB 2

32. MATERIAL STEEL ALL

33. ****************************************************************

34. SUPPORTS

35. 25 FIXED

36. ****************************************************************

37. DEFINE UBC LOAD

38. ****************************************************************

39. ZONE 0.075 I 1.25 RWX 2.2 RWZ 2.2 STYP 4

40. SELFWEIGHT 1

41. **

42. JOINT WEIGHT

43. 26 WEIGHT 2.5

44. MEMBER WEIGHT

45. ****************************************************************

46. LOAD 10 EARTHQUAKE LOAD (EX)

47. ****************************************************************

48. UBC LOAD X 1

49. PERFORM ANALYSIS

P R O B L E M S T A T I S T I C S

-----------------------------------

Page 55: Design Calculation for Pipe Supports

NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 4/ 3/ 1

SOLVER USED IS THE IN-CORE ADVANCED SOLVER

TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 18

***********************************************************

* *

* X DIRECTION : Ta = 0.278 Tb = 0.163 Tuser = 0.000 *

* T = 0.163, LOAD FACTOR = 1.000 *

* UBC TYPE = 97 *

* UBC FACTOR V = 0.1705 x 7.22 = 1.23 KN *

* *

***********************************************************

50. CHANGE

51. ****************************************************************

52. LOAD 11 EARTHQUAKE LOAD (EZ)

53. ****************************************************************

54. UBC LOAD Z 1

55. PERFORM ANALYSIS

***********************************************************

* *

* Z DIRECTION : Ta = 0.278 Tb = 0.278 Tuser = 0.000 *

* T = 0.278, LOAD FACTOR = 1.000 *

* UBC TYPE = 97 *

* UBC FACTOR V = 0.1705 x 7.22 = 1.23 KN *

* *

***********************************************************

56. CHANGE

57. ****************************************************************

58. LOAD 1 LOADTYPE NONE TITLE DEAD LOADS - (DL)

59. SELFWEIGHT Y -1

60. ****************************************************************

61. ****************************************************************

62. LOAD 2 LOADTYPE NONE TITLE LIVE LOADS (LL)

63. JOINT LOAD

64. 26 TO 28 FX 0.0001

65. ****************************************************************

66. ****************************************************************

67. LOAD 3 LOADTYPE NONE TITLE PIPING EMPTY LOADS (PE)

68. ****************************************************************

69. JOINT LOAD

70. 26 FX -0.942

71. 26 FY -6.607

72. ****************************************************************

73. LOAD 4 LOADTYPE NONE TITLE PIPING OPERATING LOADS (PO)

74. ****************************************************************

75. JOINT LOAD

76. 26 FX -2.075

77. 26 FY -6.929

78. 26 FZ 0.458

79. ****************************************************************

80. LOAD 5 LOADTYPE NONE TITLE PIPING TEST LOADS (PT)

81. ****************************************************************

82. JOINT LOAD

83. 26 FX -0.879

84. 26 FY -6.184

85. ****************************************************************

86. LOAD 6 LOADTYPE NONE TITLE FRICTION LOADS - TRANSVERSE (FLT)

87. ****************************************************************

88. JOINT LOAD

89. 26 FX 0.0001

90. ****************************************************************

91. LOAD 7 LOADTYPE NONE TITLE FRICTION LOADS - LONG.(FLL)

Page 56: Design Calculation for Pipe Supports

92. ****************************************************************

93. JOINT LOAD

94. 26 FX 0.0001

95. ****************************************************************

96. LOAD 8 LOADTYPE NONE TITLE WIND LOAD X

97. ****************************************************************

98. MEMBER LOAD

99. 24 UNI GX 0.48

100. JOINT LOAD

101. 26 FX 1.15

102. * 14 TO 16 18 TO 20 25 TO 27 UNI GX 0.70 FROM STEEL AND PIPES/TRAYS

103. ****************************************************************

104. LOAD 9 LOADTYPE NONE TITLE WIND LOAD Z

105. ****************************************************************

106. MEMBER LOAD

107. 24 TO 26 UNI GZ 0.48

108. JOINT LOAD

109. 26 FZ 1.12

110. *WIND FROM VERTICAL TRAY 2.0M X 0.5 X0. 2.2 = 2.2KN

111. *2.2/2 = 1.1KN AT JOINT 15 21

112. *FACTORED LOAD COMBINATIONS FOR COLUMN, BEAMS FOUNDATION DESIGN

113. ****************************************************************

114. ***LOAD COMBINATIONS ****

115. ****************************************************************

116. ***ERECTION CONDITION***

117. ****************************************************************

118. LOAD COMB 101 (DL+PE)

119. 1 1.4 3 1.4

120. LOAD COMB 102 (DL+PE+WINDX)

121. 1 1.4 3 1.4 8 1.4

122. LOAD COMB 103 (DL+PE-WINDX)

123. 1 1.4 3 1.4 8 -1.4

124. LOAD COMB 104 (DL+PE+WINDZ)

125. 1 1.4 3 1.4 9 1.4

126. LOAD COMB 105 (DL+PE-WINDZ)

127. 1 1.4 3 1.4 9 -1.4

128. ****************************************************************

129. ***OPERATION CONDITION***

130. ****************************************************************

131. LOAD COMB 106 (DL+PO+LL)

132. 1 1.4 4 1.4 2 1.6

133. LOAD COMB 107 (DL+PO+LL+FLT+FLL)

134. 1 1.4 4 1.4 2 1.6 6 1.6 7 1.6

135. LOAD COMB 108 (DL+PO+LL-FLT+FLL)

136. 1 1.4 4 1.4 2 1.6 6 -1.6 7 1.6

137. LOAD COMB 109 (DL+PO+LL+FLT-FLL)

138. 1 1.4 4 1.4 2 1.6 6 1.6 7 -1.6

139. LOAD COMB 110 (DL+PO+LL-FLT-FLL)

140. 1 1.4 4 1.4 2 1.6 6 -1.6 7 -1.6

141. ***OPERATION CONDITION + WINDX

142. LOAD COMB 111 (DL+PO+LL+FLT+FLL+WINDX)

143. 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 8 1.2

144. LOAD COMB 112 (DL+PO+LL-FLT+FLL+WINDX)

145. 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 8 1.2

146. LOAD COMB 113 (DL+PO+LL+FLT-FLL+WINDX)

147. 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 8 1.2

148. LOAD COMB 114 (DL+PO+LL-FLT-FLL+WINDX)

149. 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 8 1.2

150. ***

151. ***OPERATION CONDITION - WINDX

152. LOAD COMB 115 (DL+PO+LL+FLT+FLL-WINDX)

153. 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 8 -1.2

154. LOAD COMB 116 (DL+PO+LL-FLT+FLL-WINDX)

155. 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 8 -1.2

156. LOAD COMB 117 (DL+PO+LL+FLT-FLL-WINDX)

157. 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 8 -1.2

158. LOAD COMB 118 (DL+PO+LL-FLT-FLL-WINDX)

159. 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 8 -1.2

160. ***OPERATION CONDITION + WINDZ

161. LOAD COMB 119 (DL+PO+LL+FLT+FLL+WINDZ)

162. 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 9 1.2

Page 57: Design Calculation for Pipe Supports

164. 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 9 1.2

165. LOAD COMB 121 (DL+PO+LL+FLT-FLL+WINDZ)

166. 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 9 1.2

167. LOAD COMB 122 (DL+PO+LL-FLT-FLL+WINDZ)

168. 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 9 1.2

169. ***

170. ***OPERATION CONDITION - WINDZ

171. LOAD COMB 123 (DL+PO+LL+FLT+FLL-WINDZ)

172. 1 1.2 4 1.2 2 1.2 6 1.2 7 1.2 9 -1.2

173. LOAD COMB 124 (DL+PO+LL-FLT+FLL-WINDZ)

174. 1 1.2 4 1.2 2 1.2 6 -1.2 7 1.2 9 -1.2

175. LOAD COMB 125 (DL+PO+LL+FLT-FLL-WINDZ)

176. 1 1.2 4 1.2 2 1.2 6 1.2 7 -1.2 9 -1.2

177. LOAD COMB 126 (DL+PO+LL-FLT-FLL-WINDZ)

178. 1 1.2 4 1.2 2 1.2 6 -1.2 7 -1.2 9 -1.2

179. ***OPERATION CONDITION + EX

180. LOAD COMB 127 (DL+PO+LL+FLT+FLL+EX)

181. 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 10 1.0

182. LOAD COMB 128 (DL+PO+LL-FLT+FLL+EX)

183. 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 10 1.0

184. LOAD COMB 129 (DL+PO+LL+FLT-FLL+EX)

185. 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 10 1.0

186. LOAD COMB 130 (DL+PO+LL-FLT-FLL+EX)

187. 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 10 1.0

188. ***

189. ***OPERATION CONDITION - EX

190. LOAD COMB 131 (DL+PO+LL+FLT+FLL+EX)

191. 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 10 -1.0

192. LOAD COMB 132 (DL+PO+LL-FLT+FLL+EX)

193. 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 10 -1.0

194. LOAD COMB 133 (DL+PO+LL+FLT-FLL+EX)

195. 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 10 -1.0

196. LOAD COMB 134 (DL+PO+LL-FLT-FLL+EX)

197. 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 10 -1.0

198. ***OPERATION CONDITION + EZ

199. LOAD COMB 135 (DL+PO+LL+FLT+FLL+EZ)

200. 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 11 1.0

201. LOAD COMB 136 (DL+PO+LL-FLT+FLL+EZ)

202. 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 11 1.0

203. LOAD COMB 137 (DL+PO+LL+FLT-FLL+EZ)

204. 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 11 1.0

205. LOAD COMB 138 (DL+PO+LL-FLT-FLL+EZ)

206. 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 11 1.0

207. ***

208. ***OPERATION CONDITION - EZ

209. LOAD COMB 139 (DL+PO+LL+FLT+FLL-EZ)

210. 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 11 -1.0

211. LOAD COMB 140 (DL+PO+LL-FLT+FLL+EX)

212. 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 11 -1.0

213. LOAD COMB 141 (DL+PO+LL+FLT-FLL+EX)

214. 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 11 -1.0

215. LOAD COMB 142 (DL+PO+LL-FLT-FLL+EX)

216. 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 11 -1.0

217. ****************************************************************

218. ***TEST CONDITION***

219. ****************************************************************

220. LOAD COMB 143 (DL+TEST)

221. 1 1.4 5 1.4

222. ***TEST + WINDX

223. LOAD COMB 144 (DL+TEST+0.72 WINDX)

224. 1 1.2 5 1.2 8 0.72

225. LOAD COMB 145 (DL+TEST-0.72 WINDX)

226. 1 1.2 5 1.2 8 -0.72

227. ***TEST + WINDZ

228. LOAD COMB 146 (DL+TEST+0.72 WINDX)

229. 1 1.2 5 1.2 9 0.72

230. LOAD COMB 147 (DL+TEST-0.72 WINDX)

231. 1 1.2 5 1.2 9 -0.72

232. *SERVICE LOAD COMBINATIONS

233. ****************************************************************

234. ***ERECTION CONDITION***

235. ****************************************************************

Page 58: Design Calculation for Pipe Supports

236. LOAD COMB 201 (DL+PE)

237. 1 1.0 3 1.0

238. LOAD COMB 202 (DL+PE+WINDX)

239. 1 1.0 3 1.0 8 1.0

240. LOAD COMB 203 (DL+PE-WINDX)

241. 1 1.0 3 1.0 8 -1.0

242. LOAD COMB 204 (DL+PE+WINDZ)

243. 1 1.0 3 1.0 9 1.0

244. LOAD COMB 205 (DL+PE-WINDZ)

245. 1 1.0 3 1.0 9 -1.0

246. ****************************************************************

247. ***OPERATION CONDITION***

248. ****************************************************************

249. LOAD COMB 206 (DL+PO+LL)

250. 1 1.0 4 1.0 2 1.0

251. LOAD COMB 207 (DL+PO+LL+FLT+FLL)

252. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0

253. LOAD COMB 208 (DL+PO+LL-FLT+FLL)

254. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0

255. LOAD COMB 209 (DL+PO+LL+FLT-FLL)

256. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0

257. LOAD COMB 210 (DL+PO+LL-FLT-FLL)

258. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0

259. ***OPERATION CONDITION + WINDX

260. LOAD COMB 211 (DL+PO+LL+FLT+FLL+WINDX)

261. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 8 1.0

262. LOAD COMB 212 (DL+PO+LL-FLT+FLL+WINDX)

263. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 8 1.0

264. LOAD COMB 213 (DL+PO+LL+FLT-FLL+WINDX)

265. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 8 1.0

266. LOAD COMB 214 (DL+PO+LL-FLT-FLL+WINDX)

267. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 8 1.0

268. ***

269. ***OPERATION CONDITION - WINDX

270. LOAD COMB 215 (DL+PO+LL+FLT+FLL-WINDX)

271. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 8 -1.0

272. LOAD COMB 216 (DL+PO+LL-FLT+FLL-WINDX)

273. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 8 -1.0

274. LOAD COMB 217 (DL+PO+LL+FLT-FLL-WINDX)

275. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 8 -1.0

276. LOAD COMB 218 (DL+PO+LL-FLT-FLL-WINDX)

277. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 8 -1.0

278. ***OPERATION CONDITION + WINDZ

279. LOAD COMB 219 (DL+PO+LL+FLT+FLL+WINDZ)

280. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 9 1.0

281. LOAD COMB 220 (DL+PO+LL-FLT+FLL+WINDZ)

282. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 9 1.0

283. LOAD COMB 221 (DL+PO+LL+FLT-FLL+WINDZ)

284. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 9 1.0

285. LOAD COMB 222 (DL+PO+LL-FLT-FLL+WINDZ)

286. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 9 1.0

287. ***

288. ***OPERATION CONDITION - WINDZ

289. LOAD COMB 223 (DL+PO+LL+FLT+FLL-WINDZ)

290. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 9 -1.0

291. LOAD COMB 224 (DL+PO+LL-FLT+FLL-WINDZ)

292. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 9 -1.0

293. LOAD COMB 225 (DL+PO+LL+FLT-FLL-WINDZ)

294. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 9 -1.0

295. LOAD COMB 226 (DL+PO+LL-FLT-FLL-WINDZ)

296. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 9 -1.0

297. ***OPERATION CONDITION + EX

298. LOAD COMB 227 (DL+PO+LL+FLT+FLL+EX)

299. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 10 0.715

300. LOAD COMB 228 (DL+PO+LL-FLT+FLL+EX)

301. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 10 0.715

302. LOAD COMB 229 (DL+PO+LL+FLT-FLL+EX)

303. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 10 0.715

304. LOAD COMB 230 (DL+PO+LL-FLT-FLL+EX)

305. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 10 0.715

306. ***

307. ***OPERATION CONDITION - EX

Page 59: Design Calculation for Pipe Supports

308. LOAD COMB 231 (DL+PO+LL+FLT+FLL+EX)

309. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 10 -0.715

310. LOAD COMB 232 (DL+PO+LL-FLT+FLL+EX)

311. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 10 -0.715

312. LOAD COMB 233 (DL+PO+LL+FLT-FLL+EX)

313. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 10 -0.715

314. LOAD COMB 234 (DL+PO+LL-FLT-FLL+EX)

315. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 10 -0.715

316. ***OPERATION CONDITION + EZ

317. LOAD COMB 235 (DL+PO+LL+FLT+FLL+EZ)

318. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 11 0.715

319. LOAD COMB 236 (DL+PO+LL-FLT+FLL+EZ)

320. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 11 0.715

321. LOAD COMB 237 (DL+PO+LL+FLT-FLL+EZ)

322. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 11 0.715

323. LOAD COMB 238 (DL+PO+LL-FLT-FLL+EZ)

324. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 11 0.715

325. ***

326. ***OPERATION CONDITION - EZ

327. LOAD COMB 239 (DL+PO+LL+FLT+FLL-EZ)

328. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 11 -0.715

329. LOAD COMB 240 (DL+PO+LL-FLT+FLL+EX)

330. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 11 -0.715

331. LOAD COMB 241 (DL+PO+LL+FLT-FLL+EX)

332. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 11 -0.715

333. LOAD COMB 242 (DL+PO+LL-FLT-FLL+EX)

334. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 11 -0.715

335. ****************************************************************

336. ***TEST CONDITION***

337. ****************************************************************

338. LOAD COMB 243 (DL+TEST)

339. 1 1.0 5 1.0

340. ***TEST + WINDX

341. LOAD COMB 244 (DL+TEST+0.6 WINDX)

342. 1 1.0 5 1.0 8 0.6

343. LOAD COMB 245 (DL+TEST-0.6 WINDX)

344. 1 1.0 5 1.0 8 -0.6

345. ***TEST + WINDZ

346. LOAD COMB 246 (DL+TEST+0.6 WINDX)

347. 1 1.0 5 1.0 9 0.6

348. LOAD COMB 247 (DL+TEST-0.6 WINDX)

349. 1 1.0 5 1.0 9 -0.6

350. ******************************************************

351. PERFORM ANALYSIS

352. DEFINE ENVELOP

353. 201 TO 247 ENVELOP 1 TYPE SERVICEABILITY

354. 101 TO 147 ENVELOP 2 TYPE STRESS

355. 1 TO 11 ENVELOP 3 TYPE CONNECTION

356. END DEFINE ENVELOP

357. ******************************************************

358. PARAMETER 1

359. CODE BS5950

360. PY 250000 MEMB 24

361. LOAD LIST 201 TO 247

362. LOAD LIST 101 TO 147

363. CHECK CODE ALL

STAAD.Pro CODE CHECKING - (BSI )

***********************

PROGRAM CODE REVISION V2.12_5950-1_2000

ALL UNITS ARE - KN METE (UNLESS OTHERWISE NOTED)

MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/

FX MY MZ LOCATION

Page 60: Design Calculation for Pipe Supports

24 ST UC254X254X89 PASS ANNEX I.1 0.164 122

13.98 C 17.23 12.01 -

25 ST UC254X254X89 PASS BS-4.2.3-(Y) 0.001 101

0.00 0.00 -0.04 0.25

26 ST UC254X254X89 PASS BS-4.2.3-(Y) 0.001 101

0.00 0.00 0.04 0.00

************** END OF TABULATED RESULT OF DESIGN **************

364. *****************************************************

365. LOAD LIST 1 TO 11

366. STEEL TAKE OFF LIST 24 TO 26

STEEL TAKE-OFF

--------------

PROFILE LENGTH(METE) WEIGHT(KN )

ST UC254X254X89 5.32 4.723

----------------

TOTAL = 4.723

************ END OF DATA FROM INTERNAL STORAGE ************

367. FINISH

*********** END OF THE STAAD.Pro RUN ***********

**** DATE= JUL 20,2012 TIME= 13:55:57 ****

************************************************************

* For questions on STAAD.Pro, please contact *

* Research Engineers Offices at the following locations *

* *

* Telephone Email *

* USA: +1 (714)974-2500 [email protected] *

* CANADA +1 (905)632-4771 [email protected] *

* UK +44(1454)207-000 [email protected] *

* NORWAY +47 67 57 21 30 [email protected] *

* SINGAPORE +65 6225-6158 [email protected] *

* INDIA +91(033)4006-2021 [email protected] *

* JAPAN +81(03)5952-6500 [email protected] *

* CHINA +86(411)8479-1166 [email protected] *

* THAILAND +66(0)2645-1018/19 [email protected] *

* *

* North America [email protected] *

* Europe [email protected] *

* Asia [email protected] *

************************************************************

Page 61: Design Calculation for Pipe Supports

PAGE 14 OF 15

A DATE:

CONTRACT NO.: 7359.03 PROJECT NO:

ADCO DOCUMENT NO.

11-01-83-0602

P11542 REV. 10/8/2012

PROJECT: ENGG. SERVICES FOR MISCELLANEOUS PMRFs BAB BATCH-4

DOC. TITLE: DESIGN CALCULATION OF PIPE SUPPORTS

Appendix - IV

BASEPLATE DESIGN

Page 62: Design Calculation for Pipe Supports

BASE PLATE AND ANCHOR BOLT DESIGN Appendix -IV

1 of 5

Legends

BASE PLATE BP1 (FOR COLUMN UC 254x254x89) DP Depth of base plate (mm)

Bp Breadth of base plate (mm)

d' Edge distance (mm)

tP Thickness of base plate (mm)

D_ped Depth of pedestal (mm)

B_ped Breadth of pedestal (mm)

f'c Comp. strength of concrete

fy Yield stress of Base Plate

Φ Dia. of anchor bolt in mm

Nx No. of Bolts effective in

resisting Major Moment

Ny No. of Bolts effective in

resisting Minor Moment

sbc Permissible Bearing Stress

In Conc.

σs Permissible Tensile Stress

In Bolt

σv Permissible Shear Stress

In Bolt

Note: Minor Moment is used for Bolt

tension Calculation using Bolt lever arm

=

=

=

=

<

=

<

= PASS

Mz Ny

Dp (mm) 500 f'c (Mpa) 40 Major Moment Direction

Bp (mm) 500 fy (Mpa) 250 Grade of Anchor Bolt

d' (mm) 50 Φ 24 Shear key used?

tP (mm) 25 Nx 2

D_ped 750 Ny 2

B_ped 750

Nx

sbc 21.0 d = DP-d' 450 σs 240 σv 160

SUMMARY OF RESULTS

O.K.

Check for combined Tension & Shear

Base Plate Dimension

Anchor Bolts

Allowable = 21 MPa

Allowable = 67.80 kN.

4.39 MPa

42.33 kN.

Maximum Tension on each bolt

Edge distance in Base Plate

Maximum Compressive Stress

500 x 500 x 25

50 mm.

4 Nos. 24 dia.

Y d-Y

d - d'd' d'

T = σσσσS*AS C = 0.5*σσσσbc*bYd

P

M = Pe

0.5*(d+d')0.5*(d-d')

A B

d - Y/3

CASE - 1

COMPRESSION WITH BENDING

(LARGE ECCENTRICITY)

d - d'd' d'

d

PM = Pe

0.5*(d+d')0.5*(d-d')

A B

CASE - 2 COMPRESSION WITH BENDING

(SMALL ECCENTRICITY - No Tens.)

σσσσbc(max)σσσσbc(min)

Location of

Resultant

Axial Load

d - d'd' d'

Tmaxd

PM = Pe

0.5*(d+d')0.5*(d-d')

CASE - 4 TENSION WITH BENDING

(SMALL ECCENTRICITY - No Comp.)

P e

Tmin

Location of

Resultant

Axial Load

Y d-Y)

d - d'd' d'

P

0.5*(d+d')0.5*(d-d')

CASE - 3

TENSION WITH BENDING

(LARGE ECCENTRICITY)

Pe

T = σσσσS*AS C = 0.5*σσσσbc*bYd

M = Pe

A Bd - Y/3

d' d'

d'

d'

Dp

Bp

Page 63: Design Calculation for Pipe Supports

BASE PLATE AND ANCHOR BOLT DESIGN Appendix -IV

2 of 5

N-Axis Max. Total Maxm. No. of Bolts No. of

Axial Major Moment Minor Moment Shear Factor Depth Comp. Comp. Tension Tension Bolts Tension Shear Tension Shear

P Mz Mx V Y Y Stress C T NT N FT FV PNOM PV

kN kN-m kN-m kN mm MPa kN kN kN kN kN kN

25/PS-02 101 12.78 6.20 1.08 0.29 125.111 125.11 0.69 21.45 8.67 2 4 5.68 0.07 67.80 56.50 PASS

102 12.78 33.85 1.08 7.92 90.611 90.61 3.83 86.73 73.95 2 4 38.32 1.98 67.80 56.50 PASS

103 12.78 21.45 1.08 7.56 94.406 94.41 2.43 57.35 44.58 2 4 23.64 1.89 67.80 56.50 PASS

104 12.58 8.65 22.39 7.92 111.128 111.13 0.97 27.04 14.45 2 4 35.22 1.98 67.80 56.50 PASS

105 12.97 3.76 20.24 7.45 167.805 167.81 0.38 16.11 3.15 2 4 26.87 1.86 67.80 56.50 PASS

106 14.32 3.34 4.24 1.15 202.910 202.91 0.32 16.22 1.90 2 4 6.25 0.29 67.80 56.50 PASS

107 14.32 3.34 4.24 1.15 202.910 202.91 0.32 16.22 1.90 2 4 6.25 0.29 67.80 56.50 PASS

108 14.32 3.34 4.24 1.15 202.910 202.91 0.32 16.22 1.90 2 4 6.25 0.29 67.80 56.50 PASS

109 14.32 3.34 4.24 1.15 202.910 202.91 0.32 16.22 1.90 2 4 6.25 0.29 67.80 56.50 PASS

110 14.32 3.34 4.24 1.15 202.910 202.91 0.32 16.22 1.90 2 4 6.25 0.29 67.80 56.50 PASS

111 12.28 26.56 3.63 6.05 92.068 92.07 3.01 69.20 56.92 2 4 33.00 1.51 67.80 56.50 PASS

112 12.28 26.56 3.63 6.05 92.068 92.07 3.01 69.20 56.92 2 4 33.00 1.51 67.80 56.50 PASS

113 12.28 26.56 3.63 6.05 92.068 92.07 3.01 69.20 56.92 2 4 33.00 1.51 67.80 56.50 PASS

114 12.28 26.56 3.63 6.05 92.068 92.07 3.01 69.20 56.92 2 4 33.00 1.51 67.80 56.50 PASS

115 12.28 20.84 3.63 7.30 94.290 94.29 2.36 55.66 43.38 2 4 26.23 1.83 67.80 56.50 PASS

116 12.28 20.84 3.63 7.30 94.290 94.29 2.36 55.66 43.38 2 4 26.23 1.83 67.80 56.50 PASS

117 12.28 20.84 3.63 7.30 94.290 94.29 2.36 55.66 43.38 2 4 26.23 1.83 67.80 56.50 PASS

118 12.28 20.84 3.63 7.30 94.290 94.29 2.36 55.66 43.38 2 4 26.23 1.83 67.80 56.50 PASS

119 12.11 4.96 14.64 5.82 135.237 135.24 0.54 18.22 6.11 2 4 21.35 1.45 67.80 56.50 PASS

120 12.11 4.96 14.64 5.82 135.237 135.24 0.54 18.22 6.11 2 4 21.35 1.45 67.80 56.50 PASS

121 12.11 4.96 14.64 5.82 135.237 135.24 0.54 18.22 6.11 2 4 21.35 1.45 67.80 56.50 PASS

122 12.11 4.96 14.64 5.82 135.237 135.24 0.54 18.22 6.11 2 4 21.35 1.45 67.80 56.50 PASS

123 12.44 0.76 21.91 7.40 No Tens. No Tens. 0.09 12.44 0.00 2 4 27.38 1.85 67.80 56.50 PASS

124 12.44 0.76 21.91 7.40 No Tens. No Tens. 0.09 12.44 0.00 2 4 27.38 1.85 67.80 56.50 PASS

125 12.44 0.76 21.91 7.40 No Tens. No Tens. 0.09 12.44 0.00 2 4 27.38 1.85 67.80 56.50 PASS

126 12.44 0.76 21.91 7.40 No Tens. No Tens. 0.09 12.44 0.00 2 4 27.38 1.85 67.80 56.50 PASS

127 12.27 10.61 3.64 1.31 104.964 104.96 1.20 31.48 19.20 2 4 14.15 0.33 67.80 56.50 PASS

128 12.27 10.61 3.64 1.31 104.964 104.96 1.20 31.48 19.20 2 4 14.15 0.33 67.80 56.50 PASS

129 12.27 10.61 3.64 1.31 104.964 104.96 1.20 31.48 19.20 2 4 14.15 0.33 67.80 56.50 PASS

130 12.27 10.61 3.64 1.31 104.964 104.96 1.20 31.48 19.20 2 4 14.15 0.33 67.80 56.50 PASS

131 12.28 4.89 3.63 2.45 137.162 137.16 0.53 18.17 5.88 2 4 7.47 0.61 67.80 56.50 PASS

132 12.28 4.89 3.63 2.45 137.162 137.16 0.53 18.17 5.88 2 4 7.47 0.61 67.80 56.50 PASS

133 12.28 4.89 3.63 2.45 137.162 137.16 0.53 18.17 5.88 2 4 7.47 0.61 67.80 56.50 PASS

134 12.28 4.89 3.63 2.45 137.162 137.16 0.53 18.17 5.88 2 4 7.47 0.61 67.80 56.50 PASS

135 12.21 4.15 2.60 0.72 150.143 150.14 0.44 16.47 4.27 2 4 5.39 0.18 67.80 56.50 PASS

136 12.21 4.15 2.60 0.72 150.143 150.14 0.44 16.47 4.27 2 4 5.39 0.18 67.80 56.50 PASS

137 12.21 4.15 2.60 0.72 150.143 150.14 0.44 16.47 4.27 2 4 5.39 0.18 67.80 56.50 PASS

138 12.21 4.15 2.60 0.72 150.143 150.14 0.44 16.47 4.27 2 4 5.39 0.18 67.80 56.50 PASS

139 12.35 1.57 9.87 2.33 377.962 377.96 0.13 12.47 0.12 2 4 12.40 0.58 67.80 56.50 PASS

140 12.35 1.57 9.87 2.33 377.962 377.96 0.13 12.47 0.12 2 4 12.40 0.58 67.80 56.50 PASS

141 12.35 1.57 9.87 2.33 377.962 377.96 0.13 12.47 0.12 2 4 12.40 0.58 67.80 56.50 PASS

142 12.35 1.57 9.87 2.33 377.962 377.96 0.13 12.47 0.12 2 4 12.40 0.58 67.80 56.50 PASS

143 12.49 5.83 1.03 0.27 127.217 127.22 0.64 20.43 7.94 2 4 5.26 0.07 67.80 56.50 PASS

144 10.71 19.22 0.88 4.13 93.725 93.72 2.18 51.00 40.30 2 4 21.25 1.03 67.80 56.50 PASS

145 10.71 9.23 0.88 3.84 105.037 105.04 1.04 27.39 16.68 2 4 9.45 0.96 67.80 56.50 PASS

146 10.61 6.25 11.85 4.15 116.450 116.45 0.70 20.37 9.76 2 4 19.69 1.04 67.80 56.50 PASS

147 10.81 3.74 10.08 3.76 148.508 148.51 0.40 14.73 3.92 2 4 14.56 0.94 67.80 56.50 PASS

28/PS-03 101 20.15 11.90 1.09 0.28 116.385 116.39 1.33 38.73 18.58 2 4 10.66 0.07 67.80 56.50 PASS

102 20.15 38.74 1.09 7.39 93.076 93.08 4.39 102.08 81.93 2 4 42.33 1.85 67.80 56.50 PASS

103 20.15 14.94 1.10 7.71 108.873 108.87 1.68 45.86 25.71 2 4 14.22 1.93 67.80 56.50 PASS

104 20.34 9.45 22.67 8.09 127.441 127.44 1.04 33.18 12.84 2 4 34.76 2.02 67.80 56.50 PASS

105 19.96 14.34 20.49 7.60 109.775 109.78 1.62 44.35 24.39 2 4 37.81 1.90 67.80 56.50 PASS

106 20.26 12.52 4.32 0.93 114.705 114.71 1.40 40.23 19.97 2 4 15.38 0.23 67.80 56.50 PASS

107 20.26 12.52 4.32 0.93 114.705 114.71 1.40 40.23 19.97 2 4 15.38 0.23 67.80 56.50 PASS

108 20.26 12.52 4.32 0.93 114.705 114.71 1.40 40.23 19.97 2 4 15.38 0.23 67.80 56.50 PASS

109 20.26 12.52 4.32 0.93 114.705 114.71 1.40 40.23 19.97 2 4 15.38 0.23 67.80 56.50 PASS

110 20.26 12.52 4.32 0.93 114.705 114.71 1.40 40.23 19.97 2 4 15.38 0.23 67.80 56.50 PASS

111 17.37 33.73 3.70 6.47 92.983 92.98 3.82 88.79 71.43 2 4 40.34 1.62 67.80 56.50 PASS

112 17.37 33.73 3.70 6.47 92.983 92.98 3.82 88.79 71.43 2 4 40.34 1.62 67.80 56.50 PASS

113 17.37 33.73 3.70 6.47 92.983 92.98 3.82 88.79 71.43 2 4 40.34 1.62 67.80 56.50 PASS

114 17.37 33.73 3.70 6.47 92.983 92.98 3.82 88.79 71.43 2 4 40.34 1.62 67.80 56.50 PASS

115 17.37 12.28 3.70 6.56 110.257 110.26 1.38 38.12 20.75 2 4 15.00 1.64 67.80 56.50 PASS

116 17.37 12.28 3.70 6.56 110.257 110.26 1.38 38.12 20.75 2 4 15.00 1.64 67.80 56.50 PASS

117 17.37 12.28 3.70 6.56 110.257 110.26 1.38 38.12 20.75 2 4 15.00 1.64 67.80 56.50 PASS

118 17.37 12.28 3.70 6.56 110.257 110.26 1.38 38.12 20.75 2 4 15.00 1.64 67.80 56.50 PASS

119 17.53 8.63 14.80 5.94 124.397 124.40 0.96 29.71 12.18 2 4 24.59 1.48 67.80 56.50 PASS

120 17.53 8.63 14.80 5.94 124.397 124.40 0.96 29.71 12.18 2 4 24.59 1.48 67.80 56.50 PASS

121 17.53 8.63 14.80 5.94 124.397 124.40 0.96 29.71 12.18 2 4 24.59 1.48 67.80 56.50 PASS

122 17.53 8.63 14.80 5.94 124.397 124.40 0.96 29.71 12.18 2 4 24.59 1.48 67.80 56.50 PASS

123 17.20 12.82 22.20 7.51 108.728 108.73 1.45 39.31 22.10 2 4 38.80 1.88 67.80 56.50 PASS

124 17.20 12.82 22.20 7.51 108.728 108.73 1.45 39.31 22.10 2 4 38.80 1.88 67.80 56.50 PASS

125 17.20 12.82 22.20 7.51 108.728 108.73 1.45 39.31 22.10 2 4 38.80 1.88 67.80 56.50 PASS

Combined

Tension and

ShearNode

No. Load

Combination

No.

Load Data Forces per Bolt Capacity of Bolt in

DESIGN DATA

Page 64: Design Calculation for Pipe Supports

BASE PLATE AND ANCHOR BOLT DESIGN Appendix -IV

3 of 5

126 17.20 12.82 22.20 7.51 108.728 108.73 1.45 39.31 22.10 2 4 38.80 1.88 67.80 56.50 PASS

127 17.37 15.75 3.70 1.35 103.895 103.90 1.78 46.28 28.90 2 4 19.08 0.34 67.80 56.50 PASS

128 17.37 15.75 3.70 1.35 103.895 103.90 1.78 46.28 28.90 2 4 19.08 0.34 67.80 56.50 PASS

129 17.37 15.75 3.70 1.35 103.895 103.90 1.78 46.28 28.90 2 4 19.08 0.34 67.80 56.50 PASS

130 17.37 15.75 3.70 1.35 103.895 103.90 1.78 46.28 28.90 2 4 19.08 0.34 67.80 56.50 PASS

131 17.36 5.71 3.70 1.42 153.391 153.39 0.60 23.01 5.65 2 4 7.44 0.36 67.80 56.50 PASS

132 17.36 5.71 3.70 1.42 153.391 153.39 0.60 23.01 5.65 2 4 7.44 0.36 67.80 56.50 PASS

133 17.36 5.71 3.70 1.42 153.391 153.39 0.60 23.01 5.65 2 4 7.44 0.36 67.80 56.50 PASS

134 17.36 5.71 3.70 1.42 153.391 153.39 0.60 23.01 5.65 2 4 7.44 0.36 67.80 56.50 PASS

135 17.44 9.44 2.63 0.74 119.950 119.95 1.05 31.52 14.09 2 4 10.34 0.18 67.80 56.50 PASS

136 17.44 9.44 2.63 0.74 119.950 119.95 1.05 31.52 14.09 2 4 10.34 0.18 67.80 56.50 PASS

137 17.44 9.44 2.63 0.74 119.950 119.95 1.05 31.52 14.09 2 4 10.34 0.18 67.80 56.50 PASS

138 17.44 9.44 2.63 0.74 119.950 119.95 1.05 31.52 14.09 2 4 10.34 0.18 67.80 56.50 PASS

139 17.30 12.02 10.03 2.26 110.792 110.79 1.35 37.46 20.17 2 4 22.62 0.56 67.80 56.50 PASS

140 17.30 12.02 10.03 2.26 110.792 110.79 1.35 37.46 20.17 2 4 22.62 0.56 67.80 56.50 PASS

141 17.30 12.02 10.03 2.26 110.792 110.79 1.35 37.46 20.17 2 4 22.62 0.56 67.80 56.50 PASS

142 17.30 12.02 10.03 2.26 110.792 110.79 1.35 37.46 20.17 2 4 22.62 0.56 67.80 56.50 PASS

143 19.56 11.36 1.05 0.27 117.020 117.02 1.27 37.16 17.60 2 4 10.11 0.07 67.80 56.50 PASS

144 16.76 23.54 0.90 3.76 96.496 96.50 2.67 64.36 47.60 2 4 24.92 0.94 67.80 56.50 PASS

145 16.76 4.07 0.90 4.01 195.212 195.21 0.39 19.27 2.51 2 4 2.38 1.00 67.80 56.50 PASS

146 16.86 8.48 12.00 4.24 123.343 123.34 0.94 28.98 12.12 2 4 21.06 1.06 67.80 56.50 PASS

147 16.66 11.00 10.20 3.84 112.431 112.43 1.24 34.73 18.07 2 4 21.79 0.96 67.80 56.50 PASS

25/PS-04 101 15.86 6.36 0.00 1.32 136.612 136.61 0.69 23.57 7.71 2 4 3.86 0.33 67.80 56.50 PASS

102 15.86 9.22 0.00 3.53 116.978 116.98 1.03 30.16 14.30 2 4 7.15 0.88 67.80 56.50 PASS

103 15.86 21.95 0.00 6.17 96.689 96.69 2.49 60.13 44.27 2 4 22.13 1.54 67.80 56.50 PASS

104 15.86 6.36 17.00 5.31 136.612 136.61 0.69 23.57 7.71 2 4 25.11 1.33 67.80 56.50 PASS

105 15.86 6.36 17.00 5.31 136.612 136.61 0.69 23.57 7.71 2 4 25.11 1.33 67.80 56.50 PASS

106 16.31 14.01 3.09 2.97 105.109 105.11 1.58 41.63 25.31 2 4 16.52 0.74 67.80 56.50 PASS

107 16.31 14.01 3.09 2.97 105.111 105.11 1.58 41.62 25.31 2 4 16.52 0.74 67.80 56.50 PASS

108 16.31 14.01 3.09 2.97 105.109 105.11 1.58 41.63 25.31 2 4 16.52 0.74 67.80 56.50 PASS

109 16.31 14.01 3.09 2.97 105.109 105.11 1.58 41.63 25.31 2 4 16.52 0.74 67.80 56.50 PASS

110 16.31 14.01 3.09 2.97 105.106 105.11 1.58 41.63 25.32 2 4 16.53 0.74 67.80 56.50 PASS

111 13.98 1.35 2.65 1.76 459.558 459.56 0.12 13.97 -0.01 2 4 3.31 0.44 67.80 56.50 PASS

112 13.98 1.35 2.65 1.76 459.757 459.76 0.12 13.97 -0.01 2 4 3.31 0.44 67.80 56.50 PASS

113 13.98 1.35 2.65 1.76 459.757 459.76 0.12 13.97 -0.01 2 4 3.31 0.44 67.80 56.50 PASS

114 13.98 1.35 2.65 1.76 459.956 459.96 0.12 13.97 -0.01 2 4 3.31 0.44 67.80 56.50 PASS

115 13.98 25.37 2.65 6.67 93.620 93.62 2.87 67.25 53.27 2 4 29.95 1.67 67.80 56.50 PASS

116 13.98 25.37 2.65 6.67 93.619 93.62 2.87 67.25 53.27 2 4 29.95 1.67 67.80 56.50 PASS

117 13.98 25.37 2.65 6.67 93.619 93.62 2.87 67.25 53.27 2 4 29.95 1.67 67.80 56.50 PASS

118 13.98 25.37 2.65 6.67 93.619 93.62 2.87 67.26 53.27 2 4 29.95 1.67 67.80 56.50 PASS

119 13.98 12.01 17.23 5.55 105.110 105.11 1.36 35.68 21.70 2 4 32.38 1.39 67.80 56.50 PASS

120 13.98 12.01 17.23 5.55 105.108 105.11 1.36 35.68 21.70 2 4 32.38 1.39 67.80 56.50 PASS

121 13.98 12.01 17.23 5.55 105.108 105.11 1.36 35.68 21.70 2 4 32.38 1.39 67.80 56.50 PASS

122 13.98 12.01 17.23 5.55 105.106 105.11 1.36 35.68 21.70 2 4 32.38 1.39 67.80 56.50 PASS

123 13.98 12.01 11.92 4.59 105.110 105.11 1.36 35.68 21.70 2 4 25.75 1.15 67.80 56.50 PASS

124 13.98 12.01 11.92 4.59 105.108 105.11 1.36 35.68 21.70 2 4 25.75 1.15 67.80 56.50 PASS

125 13.98 12.01 11.92 4.59 105.108 105.11 1.36 35.68 21.70 2 4 25.75 1.15 67.80 56.50 PASS

126 13.98 12.01 11.92 4.59 105.106 105.11 1.36 35.68 21.70 2 4 25.76 1.15 67.80 56.50 PASS

127 13.98 6.07 2.65 1.37 131.403 131.40 0.66 21.83 7.85 2 4 7.24 0.34 67.80 56.50 PASS

128 13.98 6.07 2.65 1.37 131.393 131.39 0.66 21.83 7.85 2 4 7.24 0.34 67.80 56.50 PASS

129 13.98 6.07 2.65 1.37 131.393 131.39 0.66 21.83 7.85 2 4 7.24 0.34 67.80 56.50 PASS

130 13.98 6.07 2.65 1.37 131.383 131.38 0.66 21.83 7.85 2 4 7.24 0.34 67.80 56.50 PASS

131 13.98 17.95 2.65 3.76 97.720 97.72 2.03 49.70 35.71 2 4 21.17 0.94 67.80 56.50 PASS

132 13.98 17.95 2.65 3.76 97.719 97.72 2.03 49.70 35.72 2 4 21.17 0.94 67.80 56.50 PASS

133 13.98 17.95 2.65 3.76 97.719 97.72 2.03 49.70 35.72 2 4 21.17 0.94 67.80 56.50 PASS

134 13.98 17.95 2.65 3.76 97.718 97.72 2.03 49.70 35.72 2 4 21.17 0.94 67.80 56.50 PASS

135 13.98 12.01 8.59 3.06 105.110 105.11 1.36 35.68 21.70 2 4 21.59 0.77 67.80 56.50 PASS

136 13.98 12.01 8.59 3.06 105.108 105.11 1.36 35.68 21.70 2 4 21.59 0.77 67.80 56.50 PASS

137 13.98 12.01 8.59 3.06 105.108 105.11 1.36 35.68 21.70 2 4 21.59 0.77 67.80 56.50 PASS

138 13.98 12.01 8.59 3.06 105.106 105.11 1.36 35.68 21.70 2 4 21.59 0.77 67.80 56.50 PASS

139 13.98 12.01 3.29 2.58 105.110 105.11 1.36 35.68 21.70 2 4 14.96 0.65 67.80 56.50 PASS

140 13.98 12.01 3.29 2.58 105.108 105.11 1.36 35.68 21.70 2 4 14.96 0.65 67.80 56.50 PASS

141 13.98 12.01 3.29 2.58 105.108 105.11 1.36 35.68 21.70 2 4 14.96 0.65 67.80 56.50 PASS

142 13.98 12.01 3.29 2.58 105.106 105.11 1.36 35.68 21.70 2 4 14.96 0.65 67.80 56.50 PASS

143 15.27 5.94 0.00 1.23 138.866 138.87 0.64 22.27 7.00 2 4 3.50 0.31 67.80 56.50 PASS

144 13.09 2.93 0.00 1.44 211.351 211.35 0.28 14.61 1.52 2 4 0.76 0.36 67.80 56.50 PASS

145 13.09 13.10 0.00 3.55 101.860 101.86 1.48 37.79 24.70 2 4 12.35 0.89 67.80 56.50 PASS

146 13.09 5.09 8.75 2.85 138.868 138.87 0.55 19.09 6.00 2 4 13.93 0.71 67.80 56.50 PASS

147 13.09 5.09 8.75 2.85 138.868 138.87 0.55 19.09 6.00 2 4 13.93 0.71 67.80 56.50 PASS

Page 65: Design Calculation for Pipe Supports

BASE PLATE AND ANCHOR BOLT DESIGN Appendix -IV

4 of 5

Design Data

DESIGN OF BASE PLATE AND BOLTS

LOAD DATA

Maximum Tension on each bolt T = 42.3 kN.

Maximum Pressure below plate P = 4.39 MPa.

MATERIAL DATA

Bearing stress in Conc. σbc = 21 MPa

Tensile stress of Bolt fuf = 240 MPa

Shear stress of Bolt σv = 160 MPa

Bending stress of Plate. Fb = 250 MPa

Length of pressure distriution Y = 93.0758 mm

BASE PLATE DETAIL

Length of Base Plate D = 500 mm.

Width of Base Plate b = 500 mm.

t = 25 mm.

Dia. of Anchor Bolt Φ = 24 mm.

No. of Anchor Bolt N = 4

Thickness of Base Plate

Edge dist. w.r.t. Plt. d' = 50 mm.

a

b

b b

a

3-CASE 4-CASE

b

1-CASE

a

2-CASE NA NA

NA NA

Page 66: Design Calculation for Pipe Supports

BASE PLATE AND ANCHOR BOLT DESIGN Appendix -IV

5 of 5

Design Moment on Base Plate

Type 1: Four Sides Fixed :-

Boundary condition of base plate :- CASE - 1 (NA)

Dimensions :-

a = 200 mm b = 150 mm a/b = 1.33333 say, 0.50 Refer Moody's

αααα1 = 0.0815 chart for

Coefficients

a - short side

Design Moment Mu = (NA)

Type 2: Three Sides Fixed :-

Boundary condition of base plate :- CASE - 2 (NA)

Dimensions :-

a = 200 b = 150 mm a/b = 1.33333 say, 1.00 Refer Moody's

αααα3 = 0.2613 chart for

Coefficients

Design Moment Mu = (NA) a - free side

Type 3: Two Sides Fixed :-

Boundary condition of base plate :- CASE - 3

Dimensions :-

a = 120 mm b = 242 mm a/b = 0.49587 say, 1.00 Refer Moody's

αααα4 = 0.2949 chart for

Coefficients

Design Moment Mu = b - longer side

Design Moment on Base Plate due to compression = α3.p.b2= 0.00 kN-mm.

Design Moment on Base Plate due to compression,Ma = α1.p.a2=

0.00 kN-mm.

0.00 kN-mm.

0.00 kN-mm.

Design Moment on Base Plate due to compression = α4.p.b2= -22.73 kN-mm.

-22.73 kN-mm.

Type 4: Cantilever Portion :-

Boundary condition of base plate :- CASE - 4 (NA)

Dimensions :-

Effective width of base plate, b = 98 mm

0.00 kN.mm

Design Moment Mu = (NA)

Design of Base Plate

Design Moment on Base Plate, Mu =

Actual bending compressive stress on base plate,

fb =

Design strength of base plate, Fb = > fb

0.00 kN-mm.

Design Moment on Base Plate due to compression=p.b2/2 =

218.20 MPa.

22.73 kN-mm/mm.

250 MPa. O.K.

Page 67: Design Calculation for Pipe Supports

PAGE 15 OF 15

A DATE:

CONTRACT NO.: 7359.03 PROJECT NO:

ADCO DOCUMENT NO.

11-01-83-0602

P11542 REV. 10/8/2012

PROJECT: ENGG. SERVICES FOR MISCELLANEOUS PMRFs BAB BATCH-4

DOC. TITLE: DESIGN CALCULATION OF PIPE SUPPORTS

Appendix - V

FOUNDATION DESIGN

Page 68: Design Calculation for Pipe Supports

Page 1 of 133

Dimensional Solutions Mat3D Version 5.8.0 Date 9/11/2012

Foundation Name F1 Time 9:36:11 AM

Designed By: LITWIN PEL Engineer MCA Checker VBE

Filename:

DETAIL REPORT FOR F1

PROJECT INFORMATION

Project Name: PWRI UPGRADE AT BAB CL-5, CL-15, CL-16

Project Number: P11452

Client: ADCO

Project Location ABU DHABI

Foundation Description F1

DESIGN CODE BSI 8110 - 1997 INPUT UNITS SI OUTPUT UNITS SI

CONCRETE PARAMETERS: REINFORCING STEEL PARAMETERS:

Compressive Strength (N/sq mm) 40 Yield Strength (N/sq mm) 460

Unit Weight (kN/cu m) 24 Unit Weight (kN/cu m) 78

Pier Concrete Cover - X Dir (mm) 75 Modulus of Elasticity (kN/sq mm) 200

Pier Concrete Cover - Z Dir (mm) 75 Pier Min Rebar Spacing (mm) 100

Footing Side Concrete Cover - X Dir (mm) 75 Footing Min Rebar Spacing (mm) 100

Footing Side Concrete Cover - Z Dir (mm) 75 Footing Max Rebar Spacing (mm) 300

Footing Top Concrete Cover (mm) 75

Footing Bottom Concrete Cover - X Dir (mm) 75

SOIL PARAMETERS: REBAR PARAMETERS:

Unit Weight (kN/cu m) 18 Max Long Bar Size 20

Allowable Net Bearing Capacity (kN/sq m) 150 Min Long Bar Size 16

Bearing Capacity Method Linear Soil Pressure Max Tie Bar Size 10

Soil Type Granular Min Tie Bar Size 10

Passive Pressure Coefficient Kp 3 Max Ftg Bar Size 25

Soil To Concrete Friction f 0.3 Min Ftg Bar Size 10

Allowable Increase in Soil Pressure due to Short Term Loads (%) Temp & Shrinkage Steel Ratio 0.0018

Wind 0 Earthquake 0 Test 0

Min Stability Ratio 1.5

Safety Factor against Lateral Forces 1.5

MINIMUM FOUNDATION CRITERIA: BUOYANCY CRITERIA:

Depth of Footing Below Grade (mm) 2300 Consider Buoyancy: No

Minimum Soil Cover (mm) 2000 Consider soil for buoyancy: No

Grade Elevation (mm) 100 Water table below grade (mm) 3000

Page 69: Design Calculation for Pipe Supports

Page 2 of 133

DETAIL REPORT FOR F1

APPLIED LOADS

P1

Load Axial Shear X Mom Z Shear Z Mom X

Case (kN) (kN) (kN m) (kN) (kN m)

1 - Dead 0.00 0.00 0.00 0.00 0.00

2 - DL 2.09 -0.01 0.01 0.00 0.00

3 - LL 0.00 0.00 0.00 0.00 0.00

4 - PE -5.62 0.22 0.10 0.18 0.84

5 - PO -26.94 4.35 0.38 0.22 1.02

6 - PT -6.21 -0.27 0.05 0.17 0.76

7 - FLT 0.00 0.00 0.00 0.00 0.00

8 - FLL 0.00 0.00 0.00 0.00 0.00

9 - WLX -22.72 6.17 0.42 0.00 0.00

10 - WLZ 0.00 0.00 0.00 -2.40 -6.37

11 - EQX -5.37 1.14 0.07 0.00 0.00

12 - EQZ 0.00 0.00 0.00 -0.84 -3.65

P2

Load Axial Shear X Mom Z Shear Z Mom X

Case (kN) (kN) (kN m) (kN) (kN m)

1 - Dead 0.00 0.00 0.00 0.00 0.00

2 - DL 2.39 0.01 0.01 0.00 0.00

3 - LL 0.00 0.00 0.00 0.00 0.00

4 - PE 26.93 0.06 0.09 -0.52 -2.47

5 - PO 52.28 0.27 0.33 -0.64 -3.01

6 - PT 20.09 0.02 0.05 -0.47 -2.23

7 - FLT 0.00 0.00 0.00 0.00 0.00

8 - FLL 0.00 0.00 0.00 0.00 0.00

9 - WLX 22.72 0.55 0.35 0.00 0.00

10 - WLZ 0.00 0.00 0.00 -2.85 -8.88

11 - EQX 5.37 0.05 0.06 0.00 0.00

12 - EQZ 0.00 0.00 0.00 -0.35 -1.31

Page 70: Design Calculation for Pipe Supports

Page 3 of 133

DETAIL REPORT FOR F1

P3

Load Axial Shear X Mom Z Shear Z Mom X

Case (kN) (kN) (kN m) (kN) (kN m)

1 - Dead 0.00 0.00 0.00 0.00 0.00

2 - DL 0.00 0.00 0.00 0.00 0.00

3 - LL 0.00 0.00 0.00 0.00 0.00

4 - PE 11.20 1.12 0.00 1.12 0.00

5 - PO 13.13 1.31 0.00 1.31 0.00

6 - PT 0.00 0.00 0.00 0.00 0.00

7 - FLT 0.00 0.00 0.00 0.00 0.00

8 - FLL 0.00 0.00 0.00 0.00 0.00

9 - WLX 0.00 0.00 0.00 0.00 0.00

10 - WLZ 0.00 0.71 0.00 0.00 0.00

11 - EQX 0.00 0.00 0.00 0.00 0.00

12 - EQZ 0.00 0.00 0.00 0.00 0.00

Page 71: Design Calculation for Pipe Supports

Page 4 of 133

DETAIL REPORT FOR F1

UNFACTORED (ALLOWABLE) LOAD COMBINATIONS

P1

Load Axial Shear X Mom Z Shear Z Mom X

Comb (kN) (kN) (kN m) (kN) (kN m)

1 - Dead + DL + PE -3.54 0.20 0.11 0.18 0.84

2 - Dead + DL + PE + WLX -26.26 6.37 0.52 0.19 0.84

3 - Dead + DL + PE + -1WLX 19.19 -5.96 -0.31 0.18 0.84

4 - Dead + DL + PE + WLZ -3.54 0.21 0.11 -2.22 -5.53

5 - Dead + DL + PE + -1WLZ -3.54 0.20 0.11 2.58 7.21

6 - Dead + DL + LL + PO -24.86 4.33 0.39 0.22 1.02

7 - Dead + DL + LL + PO + FLT + FLL -24.87 4.34 0.39 0.22 1.02

8 - Dead + DL + LL + PO + -1FLT + FLL -24.86 4.33 0.39 0.22 1.02

9 - Dead + DL + LL + PO + FLT + -1FLL -24.86 4.33 0.39 0.22 1.02

10 - Dead + DL + LL + PO + -1FLT + -1FLL -24.85 4.33 0.39 0.22 1.02

11 - Dead + DL + LL + PO + FLT + FLL + WLX -47.59 10.50 0.80 0.23 1.02

12 - Dead + DL + LL + PO + -1FLT + FLL + WLX -47.58 10.50 0.80 0.23 1.02

13 - Dead + DL + LL + PO + FLT + -1FLL + WLX -47.58 10.50 0.80 0.23 1.02

14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX -47.57 10.50 0.80 0.23 1.02

15 - Dead + DL + LL + PO + FLT + FLL + -1WLX -2.15 -1.83 -0.03 0.22 1.02

16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX -2.14 -1.83 -0.03 0.22 1.02

17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX -2.14 -1.83 -0.03 0.22 1.02

18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX -2.13 -1.83 -0.03 0.22 1.02

19 - Dead + DL + LL + PO + FLT + FLL + WLZ -24.87 4.34 0.39 -2.18 -5.35

20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ -24.86 4.34 0.39 -2.18 -5.35

21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ -24.86 4.34 0.39 -2.18 -5.35

22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ -24.85 4.33 0.39 -2.18 -5.35

23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ -24.87 4.33 0.39 2.62 7.39

24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ -24.86 4.33 0.39 2.62 7.39

25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ -24.86 4.33 0.39 2.62 7.39

26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ -24.85 4.33 0.39 2.62 7.39

27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX -28.71 5.15 0.44 0.22 1.02

28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX -28.70 5.15 0.44 0.22 1.02

29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX -28.70 5.15 0.44 0.22 1.02

30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX-28.69 5.14 0.44 0.22 1.02

31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX -21.02 3.52 0.33 0.22 1.02

32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX -21.02 3.52 0.33 0.22 1.02

33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX -21.02 3.52 0.33 0.22 1.02

34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX-21.01 3.52 0.33 0.22 1.02

35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ -24.87 4.34 0.39 -0.38 -1.59

36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ -24.86 4.33 0.39 -0.38 -1.59

37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ -24.86 4.33 0.39 -0.38 -1.59

38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ-24.85 4.33 0.39 -0.38 -1.59

39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ -24.87 4.34 0.39 0.83 3.63

40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ -24.86 4.33 0.39 0.83 3.63

41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ -24.86 4.33 0.39 0.83 3.63

42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ-24.85 4.33 0.39 0.83 3.63

43 - Dead + DL + PT -4.12 -0.29 0.06 0.17 0.76

44 - Dead + DL + PT + 0.6WLX -17.75 3.41 0.31 0.17 0.76

45 - Dead + DL + PT + -0.6WLX 9.51 -3.98 -0.19 0.17 0.76

46 - Dead + DL + PT + 0.6WLZ -4.12 -0.28 0.06 -1.27 -3.06

47 - Dead + DL + PT + -0.6WLZ -4.12 -0.29 0.06 1.61 4.58

Page 72: Design Calculation for Pipe Supports

Page 5 of 133

DETAIL REPORT FOR F1

P2

Load Axial Shear X Mom Z Shear Z Mom X

Comb (kN) (kN) (kN m) (kN) (kN m)

1 - Dead + DL + PE 29.32 0.08 0.10 -0.52 -2.47

2 - Dead + DL + PE + WLX 52.04 0.63 0.45 -0.52 -2.47

3 - Dead + DL + PE + -1WLX 6.60 -0.48 -0.24 -0.52 -2.47

4 - Dead + DL + PE + WLZ 29.32 0.08 0.10 -3.38 -11.35

5 - Dead + DL + PE + -1WLZ 29.32 0.08 0.11 2.33 6.41

6 - Dead + DL + LL + PO 54.68 0.28 0.34 -0.64 -3.01

7 - Dead + DL + LL + PO + FLT + FLL 54.68 0.28 0.34 -0.64 -3.01

8 - Dead + DL + LL + PO + -1FLT + FLL 54.68 0.28 0.34 -0.64 -3.01

9 - Dead + DL + LL + PO + FLT + -1FLL 54.68 0.28 0.34 -0.64 -3.01

10 - Dead + DL + LL + PO + -1FLT + -1FLL 54.67 0.28 0.34 -0.64 -3.01

11 - Dead + DL + LL + PO + FLT + FLL + WLX 77.40 0.83 0.68 -0.64 -3.01

12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 77.40 0.83 0.68 -0.64 -3.01

13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 77.40 0.83 0.68 -0.64 -3.01

14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 77.39 0.83 0.68 -0.64 -3.01

15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 31.96 -0.27 -0.01 -0.64 -3.01

16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 31.96 -0.27 -0.01 -0.64 -3.01

17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 31.96 -0.27 -0.01 -0.64 -3.01

18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 31.95 -0.27 -0.01 -0.64 -3.01

19 - Dead + DL + LL + PO + FLT + FLL + WLZ 54.68 0.28 0.33 -3.49 -11.89

20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 54.68 0.28 0.33 -3.49 -11.89

21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 54.68 0.28 0.33 -3.49 -11.89

22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 54.67 0.28 0.33 -3.49 -11.89

23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 54.68 0.28 0.34 2.22 5.87

24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 54.68 0.28 0.34 2.22 5.87

25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 54.68 0.28 0.34 2.22 5.87

26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 54.67 0.28 0.34 2.22 5.87

27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 58.53 0.32 0.38 -0.64 -3.01

28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 58.52 0.32 0.38 -0.64 -3.01

29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 58.52 0.32 0.38 -0.64 -3.01

30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX58.51 0.32 0.38 -0.64 -3.01

31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 50.84 0.24 0.29 -0.64 -3.01

32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 50.83 0.24 0.29 -0.64 -3.01

33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 50.83 0.24 0.29 -0.64 -3.01

34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX50.82 0.24 0.29 -0.64 -3.01

35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 54.68 0.28 0.34 -0.89 -3.95

36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 54.68 0.28 0.34 -0.89 -3.95

37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 54.68 0.28 0.34 -0.89 -3.95

38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 54.67 0.28 0.34 -0.89 -3.95

39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 54.68 0.28 0.34 -0.39 -2.07

40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 54.68 0.28 0.34 -0.39 -2.07

41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 54.68 0.28 0.34 -0.39 -2.07

42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ54.67 0.28 0.34 -0.39 -2.07

43 - Dead + DL + PT 22.49 0.04 0.06 -0.47 -2.23

44 - Dead + DL + PT + 0.6WLX 36.12 0.37 0.27 -0.47 -2.23

45 - Dead + DL + PT + -0.6WLX 8.86 -0.29 -0.15 -0.47 -2.23

46 - Dead + DL + PT + 0.6WLZ 22.49 0.04 0.06 -2.18 -7.56

47 - Dead + DL + PT + -0.6WLZ 22.49 0.04 0.06 1.24 3.09

Page 73: Design Calculation for Pipe Supports

Page 6 of 133

DETAIL REPORT FOR F1

P3

Load Axial Shear X Mom Z Shear Z Mom X

Comb (kN) (kN) (kN m) (kN) (kN m)

1 - Dead + DL + PE 11.20 1.12 0.00 1.12 0.00

2 - Dead + DL + PE + WLX 11.20 1.12 0.00 1.12 0.00

3 - Dead + DL + PE + -1WLX 11.20 1.12 0.00 1.12 0.00

4 - Dead + DL + PE + WLZ 11.20 1.83 0.00 1.12 0.00

5 - Dead + DL + PE + -1WLZ 11.20 0.41 0.00 1.12 0.00

6 - Dead + DL + LL + PO 13.13 1.31 0.00 1.31 0.00

7 - Dead + DL + LL + PO + FLT + FLL 13.13 1.31 0.00 1.31 0.00

8 - Dead + DL + LL + PO + -1FLT + FLL 13.13 1.31 0.00 1.31 0.00

9 - Dead + DL + LL + PO + FLT + -1FLL 13.13 1.31 0.00 1.31 0.00

10 - Dead + DL + LL + PO + -1FLT + -1FLL 13.13 1.31 0.00 1.31 0.00

11 - Dead + DL + LL + PO + FLT + FLL + WLX 13.13 1.31 0.00 1.31 0.00

12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 13.13 1.31 0.00 1.31 0.00

13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 13.13 1.31 0.00 1.31 0.00

14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 13.13 1.31 0.00 1.31 0.00

15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 13.13 1.31 0.00 1.31 0.00

16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 13.13 1.31 0.00 1.31 0.00

17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 13.13 1.31 0.00 1.31 0.00

18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 13.13 1.31 0.00 1.31 0.00

19 - Dead + DL + LL + PO + FLT + FLL + WLZ 13.13 2.02 0.00 1.31 0.00

20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 13.13 2.02 0.00 1.31 0.00

21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 13.13 2.02 0.00 1.31 0.00

22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 13.13 2.02 0.00 1.31 0.00

23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 13.13 0.60 0.00 1.31 0.00

24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 13.13 0.60 0.00 1.31 0.00

25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 13.13 0.60 0.00 1.31 0.00

26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 13.13 0.60 0.00 1.31 0.00

27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 13.13 1.31 0.00 1.31 0.00

28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 13.13 1.31 0.00 1.31 0.00

29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 13.13 1.31 0.00 1.31 0.00

30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX13.13 1.31 0.00 1.31 0.00

31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 13.13 1.31 0.00 1.31 0.00

32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 13.13 1.31 0.00 1.31 0.00

33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 13.13 1.31 0.00 1.31 0.00

34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX13.13 1.31 0.00 1.31 0.00

35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 13.13 1.31 0.00 1.31 0.00

36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 13.13 1.31 0.00 1.31 0.00

37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 13.13 1.31 0.00 1.31 0.00

38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 13.13 1.31 0.00 1.31 0.00

39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 13.13 1.31 0.00 1.31 0.00

40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 13.13 1.31 0.00 1.31 0.00

41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 13.13 1.31 0.00 1.31 0.00

42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ13.13 1.31 0.00 1.31 0.00

43 - Dead + DL + PT 0.00 0.00 0.00 0.00 0.00

44 - Dead + DL + PT + 0.6WLX 0.00 0.00 0.00 0.00 0.00

45 - Dead + DL + PT + -0.6WLX 0.00 0.00 0.00 0.00 0.00

46 - Dead + DL + PT + 0.6WLZ 0.00 0.43 0.00 0.00 0.00

47 - Dead + DL + PT + -0.6WLZ 0.00 -0.43 0.00 0.00 0.00

Page 74: Design Calculation for Pipe Supports

Page 7 of 133

DETAIL REPORT FOR F1

FACTORED (ULTIMATE) LOAD COMBINATIONS

P1

Load Axial Shear X Mom Z Shear Z Mom X

Comb (kN) (kN) (kN m) (kN) (kN m)

1 - 1.4Dead + 1.4DL + 1.4PE -4.95 0.29 0.15 0.26 1.17

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX -36.76 8.92 0.73 0.26 1.17

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 26.86 -8.35 -0.43 0.26 1.17

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ -4.95 0.29 0.15 -3.10 -7.74

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ -4.95 0.28 0.15 3.62 10.09

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO -34.80 6.07 0.54 0.31 1.43

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL-34.82 6.07 0.54 0.31 1.43

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL-34.80 6.07 0.54 0.31 1.43

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL-34.80 6.07 0.54 0.31 1.43

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL-34.79 6.06 0.54 0.31 1.43

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX-57.10 12.60 0.96 0.27 1.23

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX-57.09 12.60 0.96 0.27 1.23

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX-57.09 12.60 0.96 0.27 1.23

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX-57.09 12.60 0.96 0.27 1.23

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX-2.58 -2.19 -0.03 0.27 1.23

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX-2.57 -2.20 -0.03 0.27 1.23

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX-2.57 -2.20 -0.03 0.27 1.23

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX-2.56 -2.20 -0.03 0.27 1.23

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ-29.84 5.21 0.47 -2.61 -6.42

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ-29.83 5.20 0.47 -2.61 -6.42

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ-29.83 5.20 0.47 -2.61 -6.42

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ-29.82 5.20 0.47 -2.61 -6.42

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ-29.84 5.20 0.46 3.15 8.87

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ-29.83 5.20 0.46 3.15 8.87

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ-29.83 5.20 0.46 3.15 8.87

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ-29.82 5.20 0.46 3.15 8.87

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX-35.21 6.34 0.54 0.27 1.23

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX-35.20 6.34 0.54 0.27 1.23

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX-35.20 6.34 0.54 0.27 1.23

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX-35.19 6.34 0.54 0.27 1.23

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX-24.47 4.07 0.39 0.27 1.23

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX-24.46 4.06 0.39 0.27 1.23

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX-24.46 4.06 0.39 0.27 1.23

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX-24.45 4.06 0.39 0.27 1.23

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ-29.84 5.20 0.46 -0.57 -2.43

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ-29.83 5.20 0.46 -0.57 -2.43

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ-29.83 5.20 0.46 -0.57 -2.43

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ-29.82 5.20 0.46 -0.57 -2.43

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ-29.84 5.20 0.46 1.11 4.88

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ-29.83 5.20 0.46 1.11 4.88

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ-29.83 5.20 0.46 1.11 4.88

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ-29.82 5.20 0.46 1.11 4.88

43 - 1.4Dead + 1.4DL + 1.4PT -5.77 -0.40 0.08 0.23 1.06

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX -21.30 4.10 0.37 0.20 0.91

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 11.41 -4.78 -0.23 0.20 0.91

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ -4.95 -0.34 0.07 -1.53 -3.68

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ -4.95 -0.34 0.07 1.93 5.49

Page 75: Design Calculation for Pipe Supports

Page 8 of 133

DETAIL REPORT FOR F1

P2

Load Axial Shear X Mom Z Shear Z Mom X

Comb (kN) (kN) (kN m) (kN) (kN m)

1 - 1.4Dead + 1.4DL + 1.4PE 41.05 0.11 0.15 -0.73 -3.46

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 72.86 0.88 0.63 -0.73 -3.46

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 9.24 -0.67 -0.34 -0.73 -3.46

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 41.05 0.11 0.14 -4.73 -15.89

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 41.05 0.11 0.15 3.26 8.97

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 76.55 0.39 0.47 -0.89 -4.22

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 76.56 0.39 0.47 -0.89 -4.22

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL76.55 0.39 0.47 -0.89 -4.22

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL76.55 0.39 0.47 -0.89 -4.22

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL76.53 0.39 0.47 -0.89 -4.22

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX92.88 1.00 0.82 -0.77 -3.62

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX92.87 1.00 0.82 -0.77 -3.62

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX92.87 1.00 0.82 -0.77 -3.62

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX92.86 1.00 0.82 -0.77 -3.62

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX38.36 -0.33 -0.01 -0.76 -3.62

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX38.35 -0.33 -0.01 -0.76 -3.62

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX38.35 -0.33 -0.01 -0.76 -3.62

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX38.34 -0.33 -0.01 -0.76 -3.62

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ65.62 0.33 0.40 -4.19 -14.27

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ65.61 0.33 0.40 -4.19 -14.27

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ65.61 0.33 0.40 -4.19 -14.27

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ65.60 0.33 0.40 -4.19 -14.27

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ65.62 0.34 0.40 2.66 7.04

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ65.61 0.34 0.40 2.66 7.04

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ65.61 0.34 0.40 2.66 7.04

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ65.60 0.34 0.40 2.66 7.04

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX70.99 0.39 0.46 -0.76 -3.62

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX70.98 0.39 0.46 -0.76 -3.62

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX70.98 0.39 0.46 -0.76 -3.62

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX70.97 0.39 0.46 -0.76 -3.62

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX60.24 0.28 0.34 -0.76 -3.62

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX60.24 0.28 0.34 -0.76 -3.62

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX60.24 0.28 0.34 -0.76 -3.62

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX60.23 0.28 0.34 -0.76 -3.62

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ65.62 0.33 0.40 -1.11 -4.93

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ65.61 0.33 0.40 -1.11 -4.93

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ65.61 0.33 0.40 -1.11 -4.93

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ65.60 0.33 0.40 -1.11 -4.93

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ65.62 0.33 0.40 -0.42 -2.30

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ65.61 0.33 0.40 -0.42 -2.30

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ65.61 0.33 0.40 -0.42 -2.30

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ65.60 0.33 0.40 -0.42 -2.30

43 - 1.4Dead + 1.4DL + 1.4PT 31.48 0.05 0.09 -0.66 -3.13

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 43.34 0.44 0.32 -0.57 -2.68

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 10.63 -0.35 -0.18 -0.57 -2.68

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 26.98 0.04 0.07 -2.62 -9.07

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 26.98 0.05 0.08 1.49 3.71

Page 76: Design Calculation for Pipe Supports

Page 9 of 133

DETAIL REPORT FOR F1

P3

Load Axial Shear X Mom Z Shear Z Mom X

Comb (kN) (kN) (kN m) (kN) (kN m)

1 - 1.4Dead + 1.4DL + 1.4PE 15.68 1.57 0.00 1.57 0.00

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 15.68 1.57 0.00 1.57 0.00

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 15.68 1.57 0.00 1.57 0.00

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 15.68 2.56 0.00 1.57 0.00

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 15.68 0.57 0.00 1.57 0.00

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 18.38 1.84 0.00 1.84 0.00

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 18.38 1.84 0.00 1.84 0.00

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL18.38 1.84 0.00 1.84 0.00

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL18.38 1.84 0.00 1.84 0.00

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL18.38 1.84 0.00 1.84 0.00

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX15.76 1.58 0.00 1.58 0.00

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX15.76 1.58 0.00 1.58 0.00

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX15.76 1.58 0.00 1.58 0.00

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX15.76 1.58 0.00 1.58 0.00

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX15.76 1.58 0.00 1.58 0.00

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX15.76 1.58 0.00 1.58 0.00

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX15.76 1.58 0.00 1.58 0.00

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX15.76 1.58 0.00 1.58 0.00

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ15.76 2.43 0.00 1.58 0.00

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ15.76 2.43 0.00 1.58 0.00

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ15.76 2.43 0.00 1.58 0.00

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ15.76 2.43 0.00 1.58 0.00

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ15.76 0.72 0.00 1.58 0.00

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ15.76 0.72 0.00 1.58 0.00

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ15.76 0.72 0.00 1.58 0.00

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ15.76 0.72 0.00 1.58 0.00

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX15.76 1.58 0.00 1.58 0.00

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX15.76 1.58 0.00 1.58 0.00

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX15.76 1.58 0.00 1.58 0.00

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX15.76 1.58 0.00 1.58 0.00

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX15.76 1.58 0.00 1.58 0.00

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX15.76 1.58 0.00 1.58 0.00

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX15.76 1.58 0.00 1.58 0.00

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX15.76 1.58 0.00 1.58 0.00

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ15.76 1.58 0.00 1.58 0.00

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ15.76 1.58 0.00 1.58 0.00

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ15.76 1.58 0.00 1.58 0.00

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ15.76 1.58 0.00 1.58 0.00

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ15.76 1.58 0.00 1.58 0.00

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ15.76 1.58 0.00 1.58 0.00

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ15.76 1.58 0.00 1.58 0.00

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ15.76 1.58 0.00 1.58 0.00

43 - 1.4Dead + 1.4DL + 1.4PT 0.00 0.00 0.00 0.00 0.00

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.00 0.00 0.00 0.00 0.00

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.00 0.00 0.00 0.00 0.00

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.00 0.51 0.00 0.00 0.00

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.00 -0.51 0.00 0.00 0.00

Page 77: Design Calculation for Pipe Supports

Page 10 of 133

DETAIL REPORT FOR F1

BEARING CAPACITY - LINEAR SOIL PRESSURE METHOD

Load Max All Ecc Ecc Moment Moment Rem

Comb Pressure Pressure Z Dir X Dir Z axis X axis

(kN/sq m) (kN/sq m) (cm) (cm) (kN-m) (kN-m)

1 - Dead + DL + PE 66.94 191.40 6.73 5.68 18.50 21.91

2 - Dead + DL + PE + WLX 83.03 191.40 6.73 17.36 56.51 21.91

3 - Dead + DL + PE + -1WLX 67.37 191.40 6.73 5.99 19.51 21.91

4 - Dead + DL + PE + WLZ 62.44 191.40 1.99 6.23 20.27 6.47

5 - Dead + DL + PE + -1WLZ 75.84 191.40 15.45 5.14 16.72 50.29

6 - Dead + DL + LL + PO 82.13 191.40 6.92 15.49 51.33 22.94

7 - Dead + DL + LL + PO + FLT + FLL 82.14 191.40 6.92 15.49 51.34 22.94

8 - Dead + DL + LL + PO + -1FLT + FLL 82.13 191.40 6.92 15.49 51.33 22.94

9 - Dead + DL + LL + PO + FLT + -1FLL 82.13 191.40 6.92 15.49 51.33 22.94

10 - Dead + DL + LL + PO + -1FLT + -1FLL 82.13 191.40 6.92 15.48 51.32 22.94

11 - Dead + DL + LL + PO + FLT + FLL + WLX 98.22 191.40 6.92 26.96 89.35 22.94

12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 98.22 191.40 6.92 26.96 89.33 22.94

13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 98.22 191.40 6.92 26.96 89.33 22.94

14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 98.21 191.40 6.92 26.95 89.32 22.94

15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 66.05 191.40 6.92 4.02 13.33 22.94

16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 66.05 191.40 6.92 4.02 13.32 22.94

17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 66.05 191.40 6.92 4.02 13.32 22.94

18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 66.04 191.40 6.92 4.02 13.31 22.94

19 - Dead + DL + LL + PO + FLT + FLL + WLZ 76.94 191.40 1.64 16.03 53.11 5.44

20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 76.93 191.40 1.64 16.02 53.10 5.44

21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 76.93 191.40 1.64 16.02 53.10 5.44

22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 76.93 191.40 1.64 16.02 53.09 5.44

23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 91.04 191.40 15.49 14.96 49.56 51.32

24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 91.03 191.40 15.49 14.95 49.55 51.32

25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 91.03 191.40 15.49 14.95 49.55 51.32

26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 91.03 191.40 15.49 14.95 49.54 51.32

27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 84.54 191.40 6.92 17.21 57.02 22.94

28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 84.54 191.40 6.92 17.20 57.01 22.94

29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 84.54 191.40 6.92 17.20 57.01 22.94

30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX84.53 191.40 6.92 17.20 56.99 22.94

31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 79.73 191.40 6.92 13.78 45.66 22.94

32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 79.73 191.40 6.92 13.77 45.65 22.94

33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 79.73 191.40 6.92 13.77 45.65 22.94

34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX79.72 191.40 6.92 13.77 45.64 22.94

35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 80.21 191.40 5.21 15.49 51.34 17.26

36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 80.20 191.40 5.21 15.49 51.33 17.26

37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 80.20 191.40 5.21 15.49 51.33 17.26

38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 80.20 191.40 5.21 15.48 51.32 17.26

39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 84.07 191.40 8.64 15.49 51.34 28.62

40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 84.06 191.40 8.64 15.49 51.33 28.62

41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 84.06 191.40 8.64 15.49 51.33 28.62

42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ84.06 191.40 8.64 15.48 51.32 28.62

43 - Dead + DL + PT 61.31 191.40 7.42 3.74 11.47 22.78

44 - Dead + DL + PT + 0.6WLX 70.96 191.40 7.42 11.17 34.28 22.78

45 - Dead + DL + PT + -0.6WLX 61.25 191.40 7.42 3.69 11.33 22.78

46 - Dead + DL + PT + 0.6WLZ 55.97 191.40 1.87 4.09 12.54 5.75

47 - Dead + DL + PT + -0.6WLZ 66.65 191.40 12.97 3.39 10.41 39.81

Page 78: Design Calculation for Pipe Supports

Page 11 of 133

DETAIL REPORT FOR F1

STABILITY RATIO / SLIDING SAFETY FACTOR

Load S.R. S.R. All Sliding Sliding All Remarks

Comb Z Dir X Dir S.R. FS - Z FS - X FS

1 - Dead + DL + PE 65.30 38.45 1.50 100.00 100.00 1.50

2 - Dead + DL + PE + WLX 18.84 5.94 1.50 100.00 24.03 1.50

3 - Dead + DL + PE + -1WLX 100.00 21.83 1.50 100.00 36.71 1.50

4 - Dead + DL + PE + WLZ 12.58 32.28 1.50 39.36 92.40 1.50

5 - Dead + DL + PE + -1WLZ 14.17 47.54 1.50 29.17 100.00 1.50

6 - Dead + DL + LL + PO 19.38 6.88 1.50 100.00 33.23 1.50

7 - Dead + DL + LL + PO + FLT + FLL 19.38 6.88 1.50 100.00 33.22 1.50

8 - Dead + DL + LL + PO + -1FLT + FLL 19.38 6.88 1.50 100.00 33.23 1.50

9 - Dead + DL + LL + PO + FLT + -1FLL 19.38 6.88 1.50 100.00 33.23 1.50

10 - Dead + DL + LL + PO + -1FLT + -1FLL 19.39 6.88 1.50 100.00 33.25 1.50

11 - Dead + DL + LL + PO + FLT + FLL + WLX 11.61 3.62 1.50 100.00 15.57 1.50

12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 11.61 3.62 1.50 100.00 15.58 1.50

13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 11.61 3.62 1.50 100.00 15.58 1.50

14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 11.61 3.62 1.50 100.00 15.58 1.50

15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 69.68 58.23 1.50 100.00 100.00 1.50

16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 69.75 58.23 1.50 100.00 100.00 1.50

17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 69.75 58.23 1.50 100.00 100.00 1.50

18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 69.82 58.23 1.50 100.00 100.00 1.50

19 - Dead + DL + LL + PO + FLT + FLL + WLZ 6.52 6.66 1.50 40.84 29.67 1.50

20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 6.52 6.66 1.50 40.84 29.68 1.50

21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 6.52 6.66 1.50 40.84 29.68 1.50

22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 6.52 6.66 1.50 40.84 29.69 1.50

23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 9.74 7.11 1.50 28.89 37.74 1.50

24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 9.74 7.11 1.50 28.89 37.76 1.50

25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 9.74 7.11 1.50 28.89 37.76 1.50

26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 9.74 7.11 1.50 28.89 37.77 1.50

27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 17.35 6.01 1.50 100.00 29.05 1.50

28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 17.36 6.02 1.50 100.00 29.06 1.50

29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 17.36 6.02 1.50 100.00 29.06 1.50

30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX17.36 6.02 1.50 100.00 29.07 1.50

31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 21.98 8.05 1.50 100.00 38.79 1.50

32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 21.98 8.05 1.50 100.00 38.81 1.50

33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 21.98 8.05 1.50 100.00 38.81 1.50

34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX21.99 8.05 1.50 100.00 38.82 1.50

35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 9.04 6.88 1.50 100.00 33.22 1.50

36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 9.04 6.88 1.50 100.00 33.23 1.50

37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 9.04 6.88 1.50 100.00 33.23 1.50

38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 9.04 6.88 1.50 100.00 33.25 1.50

39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 16.54 6.88 1.50 100.00 33.22 1.50

40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 16.54 6.88 1.50 100.00 33.23 1.50

41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 16.54 6.88 1.50 100.00 33.23 1.50

42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ16.54 6.88 1.50 100.00 33.25 1.50

43 - Dead + DL + PT 38.86 100.00 1.50 100.00 100.00 1.50

44 - Dead + DL + PT + 0.6WLX 12.33 9.18 1.50 100.00 50.11 1.50

45 - Dead + DL + PT + -0.6WLX 100.00 31.25 1.50 100.00 44.30 1.50

46 - Dead + DL + PT + 0.6WLZ 16.46 43.83 1.50 49.28 100.00 1.50

47 - Dead + DL + PT + -0.6WLZ 23.12 78.93 1.50 59.88 100.00 1.50

Page 79: Design Calculation for Pipe Supports

Page 12 of 133

DETAIL REPORT FOR F1

FOOTING DESIGN INFORMATION

X Dim (mm) 2250.00

Z Dim (mm) 2800.00

Thickness (mm) 300.00

Top Steel

Governing No of Bar Bar Area Area Moment Direction

Combination Bars Size Spac Prov Req

(mm) (mm) (sq cm/m) (sq cm/m) (kN m/m)

11. 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX18 12 150 7.27 0.2 -2 X

5. 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 15 12 150 7.54 0.72 -6 Z

Bottom Steel

Governing No of Bar Bar Area Area Moment Direction

Combination Bars Size Spac Prov Req

(mm) (mm) (sq cm/m) (sq cm/m) (kN m/m)

11. 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX18 12 150 7.27 5.4 10 X

4. 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 15 12 150 7.54 5.4 18 Z

PUNCHING SHEAR

P1

Control Net Ult Punch. All Rem

Comb Load Stress Stress

(kN) (N/sq mm) (N/sq mm)

3. 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 11.73 0.01 0.63

P2

Control Net Ult Punch. All Rem

Comb Load Stress Stress

(kN) (N/sq mm) (N/sq mm)

11. 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX78.02 0.08 0.63

P3

Control Net Ult Punch. All Rem

Comb Load Stress Stress

(kN) (N/sq mm) (N/sq mm)

5. 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 21.93 0.02 0.63

Page 80: Design Calculation for Pipe Supports

Page 13 of 133

DETAIL REPORT FOR F1

MAXIMUM SHEAR - X DIRECTION

Load Left Max Shear All Rem

Comb Dist Shear Stress Stress

(m) (kN) (N/sq mm) (N/sq mm)

1 - 1.4Dead + 1.4DL + 1.4PE 1.58 -51.55 0.09 0.63

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 1.58 -81.35 0.15 0.63

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 1.08 23.70 0.04 0.63

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 1.58 -52.94 0.10 0.63

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 1.58 -50.16 0.09 0.63

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 1.58 -79.79 0.14 0.63

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 1.58 -79.80 0.14 0.63

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 1.58 -79.79 0.14 0.63

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 1.58 -79.79 0.14 0.63

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL1.58 -79.78 0.14 0.63

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX1.58 -93.94 0.17 0.63

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX1.58 -93.93 0.17 0.63

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX1.58 -93.93 0.17 0.63

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX1.58 -93.92 0.17 0.63

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX1.58 -42.86 0.08 0.63

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX1.58 -42.85 0.08 0.63

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX1.58 -42.85 0.08 0.63

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX1.58 -42.84 0.08 0.63

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ1.58 -69.59 0.12 0.63

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ1.58 -69.58 0.12 0.63

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ1.58 -69.58 0.12 0.63

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ1.58 -69.58 0.12 0.63

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ1.58 -67.21 0.12 0.63

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ1.58 -67.20 0.12 0.63

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ1.58 -67.20 0.12 0.63

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ1.58 -67.19 0.12 0.63

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX1.58 -72.85 0.13 0.63

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX1.58 -72.84 0.13 0.63

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX1.58 -72.84 0.13 0.63

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX1.58 -72.83 0.13 0.63

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX1.58 -63.95 0.11 0.63

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX1.58 -63.94 0.11 0.63

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX1.58 -63.94 0.11 0.63

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX1.58 -63.93 0.11 0.63

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ1.58 -68.40 0.12 0.63

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ1.58 -68.39 0.12 0.63

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ1.58 -68.39 0.12 0.63

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ1.58 -68.38 0.12 0.63

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ1.58 -68.40 0.12 0.63

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ1.58 -68.39 0.12 0.63

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ1.58 -68.39 0.12 0.63

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ1.58 -68.38 0.12 0.63

43 - 1.4Dead + 1.4DL + 1.4PT 1.58 -38.22 0.07 0.63

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 1.58 -48.08 0.09 0.63

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 1.58 -17.44 0.03 0.63

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 1.58 -33.48 0.06 0.63

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 1.58 -32.04 0.06 0.63

Page 81: Design Calculation for Pipe Supports

Page 14 of 133

DETAIL REPORT FOR F1

MAXIMUM SHEAR - Z DIRECTION

Load Bottom Max Shear All Rem

Comb Dist Shear Stress Stress

(m) (kN) (N/sq mm) (N/sq mm)

1 - 1.4Dead + 1.4DL + 1.4PE 2.51 -18.89 0.04 0.64

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 2.51 -18.89 0.04 0.64

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 2.51 -18.89 0.04 0.64

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 1.51 37.25 0.08 0.64

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 2.51 -26.80 0.06 0.64

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 2.51 -20.04 0.05 0.64

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 2.51 -20.04 0.05 0.64

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 2.51 -20.04 0.05 0.64

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 2.51 -20.04 0.05 0.64

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL2.51 -20.04 0.05 0.64

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX2.51 -17.18 0.04 0.64

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX2.51 -17.18 0.04 0.64

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX2.51 -17.18 0.04 0.64

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX2.51 -17.18 0.04 0.64

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX2.51 -17.18 0.04 0.64

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX2.51 -17.18 0.04 0.64

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX2.51 -17.18 0.04 0.64

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX2.51 -17.18 0.04 0.64

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ1.51 32.82 0.07 0.64

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ1.51 32.82 0.07 0.64

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ1.51 32.82 0.07 0.64

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ1.51 32.82 0.07 0.64

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ2.51 -23.96 0.05 0.64

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ2.51 -23.96 0.05 0.64

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ2.51 -23.96 0.05 0.64

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ2.51 -23.96 0.05 0.64

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX2.51 -17.18 0.04 0.64

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX2.51 -17.18 0.04 0.64

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX2.51 -17.18 0.04 0.64

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX2.51 -17.18 0.04 0.64

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX2.51 -17.18 0.04 0.64

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX2.51 -17.18 0.04 0.64

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX2.51 -17.18 0.04 0.64

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX2.51 -17.18 0.04 0.64

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ1.51 18.91 0.04 0.64

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ1.51 18.91 0.04 0.64

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ1.51 18.91 0.04 0.64

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ1.51 18.91 0.04 0.64

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ2.51 -18.76 0.04 0.64

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ2.51 -18.76 0.04 0.64

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ2.51 -18.76 0.04 0.64

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ2.51 -18.76 0.04 0.64

43 - 1.4Dead + 1.4DL + 1.4PT 1.51 17.08 0.04 0.64

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 1.51 14.64 0.03 0.64

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 1.51 14.64 0.03 0.64

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 1.51 25.52 0.06 0.64

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 2.51 -18.15 0.04 0.64

Page 82: Design Calculation for Pipe Supports

Page 15 of 133

DETAIL REPORT FOR F1

PIER/BASE PLATE DESIGN INFORMATION

P1 P2 P3

X Dim (mm) 600.00 600.00 500.00

Z Dim (mm) 600.00 600.00 500.00

Height above grade (mm) 200.00 200.00 200.00

X Offset (mm) 675.00 1575.00 1125.00

Z Offset (mm) 2010.00 2010.00 690.00

Requested Reinft. Ratio 0.0018 0.0018 0.0018

Provided Reinft. Ratio 0.0067 0.0067 0.0097

Long Bar Size (mm) 16 16 16

Bars in X Dir 4 4 4

Bars in Z Dir 4 4 4

Total Long Bars 12 12 12

Tie Bar Size (mm) 12 12 12

Total No. of Ties 16 16 16

Major Tie Spacing (mm) 150 150 150

Page 83: Design Calculation for Pipe Supports

Page 16 of 133

DETAIL REPORT FOR F1

PIER ULTIMATE LOAD CAPACITIES

P1

Load Axial Axial Mom X Mom X Mom Z Mom Z Rem

Comb Load Capa. Capa Capa

(kN) (kN) (kN m) (kN m) (kN m) (kN m)

1 - 1.4Dead + 1.4DL + 1.4PE 21.66 5135.96 1.74 418.73 0.78 179.32

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX -10.15 -10.25 1.74 23.02 20.35 273.74

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 53.47 1519.69 1.74 48.84 18.79 530.95

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 21.66 590.81 14.57 395.86 0.78 21.48

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 21.66 440.03 18.05 366.64 0.77 15.62

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO -8.19 -8.27 2.12 41.25 13.89 272.27

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL -8.20 -8.29 2.12 41.23 13.90 272.28

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL -8.19 -8.27 2.12 41.25 13.89 272.27

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL -8.19 -8.27 2.12 41.25 13.89 272.27

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL-8.18 -8.26 2.12 41.27 13.88 272.27

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX-34.29 -258.82 1.82 13.87 28.69 217.23

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX-34.29 -258.80 1.82 13.87 28.68 217.23

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX-34.29 -258.80 1.82 13.87 28.68 217.23

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX-34.28 -258.78 1.82 13.88 28.68 217.24

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX20.23 2207.07 1.82 196.85 4.86 530.30

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX20.24 2205.95 1.82 196.66 4.87 530.36

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX20.24 2205.95 1.82 196.66 4.87 530.36

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX20.25 2204.85 1.82 196.46 4.87 530.41

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ-7.03 -7.10 12.16 396.31 11.92 407.80

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ-7.02 -7.09 12.16 175.03 11.91 171.45

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ-7.02 -7.09 12.16 175.03 11.91 171.45

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ-7.01 -7.08 12.16 175.07 11.91 171.40

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ-7.03 -7.10 15.80 229.44 11.90 173.19

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ-7.02 -7.09 15.80 229.46 11.90 173.14

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ-7.02 -7.09 15.80 229.46 11.90 173.14

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ-7.01 -7.08 15.80 229.47 11.89 173.08

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX-12.40 -12.53 1.82 33.90 14.49 273.11

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX-12.39 -12.52 1.82 33.92 14.48 273.11

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX-12.39 -12.52 1.82 33.92 14.48 273.11

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX-12.38 -12.51 1.82 33.93 14.47 273.11

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX-1.66 -1.67 1.82 52.46 9.34 271.13

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX-1.65 -1.66 1.82 52.49 9.33 271.13

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX-1.65 -1.66 1.82 52.49 9.33 271.13

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX-1.64 -1.65 1.82 52.52 9.33 271.13

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ-7.03 -7.10 3.69 82.32 11.91 266.35

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ-7.02 -7.09 3.69 82.36 11.91 266.35

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ-7.02 -7.09 3.69 82.36 11.91 266.35

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ-7.01 -7.08 3.69 82.40 11.90 266.34

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ-7.03 -7.10 7.33 147.22 11.91 241.74

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ-7.02 -7.09 7.33 147.28 11.91 241.72

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ-7.02 -7.09 7.33 147.28 11.91 241.72

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ-7.01 -7.08 7.33 147.33 11.90 241.70

43 - 1.4Dead + 1.4DL + 1.4PT 20.84 5169.19 1.57 410.96 0.80 185.43

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 1.50 1.52 1.35 39.01 9.38 272.80

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 34.22 1784.07 1.35 69.10 10.75 554.28

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 17.86 1263.29 7.04 497.58 0.68 48.14

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 17.86 788.63 9.73 429.28 0.69 30.35

Page 84: Design Calculation for Pipe Supports

Page 17 of 133

DETAIL REPORT FOR F1

P2

Load Axial Axial Mom X Mom X Mom Z Mom Z Rem

Comb Load Capa. Capa Capa

(kN) (kN) (kN m) (kN m) (kN m) (kN m)

1 - 1.4Dead + 1.4DL + 1.4PE 67.66 5524.08 5.07 414.31 1.35 110.48

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 99.47 6592.40 5.08 336.52 2.57 170.66

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 35.85 3801.85 5.07 529.91 1.80 190.59

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 67.66 1302.45 26.29 506.01 1.35 26.04

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 67.66 2578.03 16.14 614.41 1.35 51.48

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 103.16 6592.40 6.18 395.04 2.06 131.85

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL103.17 6592.40 6.18 394.99 2.06 131.85

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL103.16 6592.40 6.18 395.04 2.06 131.85

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL103.16 6592.40 6.18 395.04 2.06 131.85

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL103.14 6592.40 6.18 395.09 2.06 131.85

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX115.69 6592.40 5.30 915.03 3.01 565.74

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX115.68 6592.40 5.30 915.03 3.01 565.84

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX115.68 6592.40 5.30 915.03 3.01 565.84

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX115.67 6592.40 5.30 915.04 3.01 565.94

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX61.17 5203.08 5.30 437.58 1.22 120.00

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX61.16 5202.65 5.30 437.66 1.22 119.94

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX61.16 5202.65 5.30 437.66 1.22 119.94

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX61.15 5202.20 5.30 437.74 1.22 119.91

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ88.43 2256.00 23.49 596.56 1.77 45.07

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ88.42 2255.70 23.49 596.55 1.77 45.06

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ88.42 2255.70 23.49 596.55 1.77 45.06

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ88.41 2255.40 23.49 596.53 1.77 45.05

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ88.43 3976.11 12.89 571.68 1.77 79.75

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ88.42 3975.81 12.89 571.70 1.77 79.74

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ88.42 3975.81 12.89 571.70 1.77 79.74

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ88.41 3975.51 12.89 571.72 1.77 79.74

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX93.80 6592.40 5.30 372.38 1.88 131.85

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX93.79 6592.40 5.30 372.41 1.88 131.85

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX93.79 6592.40 5.30 372.41 1.88 131.85

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX93.78 6592.40 5.30 372.45 1.88 131.85

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX83.05 6592.40 5.30 420.56 1.66 131.85

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX83.04 6592.40 5.30 420.61 1.66 131.85

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX83.04 6592.40 5.30 420.61 1.66 131.85

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX83.04 6592.40 5.30 420.66 1.66 131.85

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ88.43 5272.61 7.38 433.13 1.77 114.56

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ88.42 5269.42 7.38 434.11 1.77 113.11

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ88.42 5269.42 7.38 434.11 1.77 113.11

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ88.41 5267.33 7.38 434.79 1.77 112.05

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ88.43 6592.40 3.22 848.05 1.77 465.17

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ88.42 6592.40 3.22 848.12 1.77 465.16

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ88.42 6592.40 3.22 848.12 1.77 465.16

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ88.41 6592.40 3.22 848.20 1.77 465.14

43 - 1.4Dead + 1.4DL + 1.4PT 58.09 5304.09 4.58 418.17 1.16 106.08

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 66.15 6592.40 3.93 391.37 1.32 131.85

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 33.44 4467.77 3.92 517.38 0.95 127.01

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 49.79 1942.21 14.84 575.67 1.00 39.02

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 49.79 4078.40 6.99 564.42 1.00 81.72

Page 85: Design Calculation for Pipe Supports

Page 18 of 133

DETAIL REPORT FOR F1

P3

Load Axial Axial Mom X Mom X Mom Z Mom Z Rem

Comb Load Capa. Capa Capa

(kN) (kN) (kN m) (kN m) (kN m) (kN m)

1 - 1.4Dead + 1.4DL + 1.4PE 34.16 2356.38 3.45 235.81 3.45 235.81

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 34.16 2356.38 3.45 235.81 3.45 235.81

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 34.16 2356.38 3.45 235.81 3.45 235.81

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 34.16 1785.20 3.45 179.58 5.64 287.18

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 34.16 3034.38 3.45 303.00 1.26 111.83

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 36.86 2176.45 4.04 235.81 4.04 235.81

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 36.86 2176.45 4.04 235.81 4.04 235.81

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL36.86 2176.45 4.04 235.81 4.04 235.81

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL36.86 2176.45 4.04 235.81 4.04 235.81

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL36.86 2176.45 4.04 235.81 4.04 235.81

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX31.60 2176.45 3.47 235.81 3.47 235.81

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX31.60 2176.45 3.47 235.81 3.47 235.81

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX31.60 2176.45 3.47 235.81 3.47 235.81

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX31.60 2176.45 3.47 235.81 3.47 235.81

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX31.60 2176.45 3.47 235.81 3.47 235.81

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX31.60 2176.45 3.47 235.81 3.47 235.81

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX31.60 2176.45 3.47 235.81 3.47 235.81

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX31.60 2176.45 3.47 235.81 3.47 235.81

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ31.60 1710.01 3.47 186.11 5.34 280.50

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ31.60 1710.01 3.47 186.11 5.34 280.50

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ31.60 1710.01 3.47 186.11 5.34 280.50

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ31.60 1710.01 3.47 186.11 5.34 280.50

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ31.60 2773.32 3.47 300.49 1.59 139.35

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ31.60 2773.32 3.47 300.49 1.59 139.35

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ31.60 2773.32 3.47 300.49 1.59 139.35

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ31.60 2773.32 3.47 300.49 1.59 139.35

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX31.60 2176.45 3.47 235.81 3.47 235.81

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX31.60 2176.45 3.47 235.81 3.47 235.81

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX31.60 2176.45 3.47 235.81 3.47 235.81

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX31.60 2176.45 3.47 235.81 3.47 235.81

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX31.60 2176.45 3.47 235.81 3.47 235.81

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX31.60 2176.45 3.47 235.81 3.47 235.81

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX31.60 2176.45 3.47 235.81 3.47 235.81

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX31.60 2176.45 3.47 235.81 3.47 235.81

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ31.60 2176.45 3.47 235.81 3.47 235.81

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ31.60 2176.45 3.47 235.81 3.47 235.81

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ31.60 2176.45 3.47 235.81 3.47 235.81

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ31.60 2176.45 3.47 235.81 3.47 235.81

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ31.60 2176.45 3.47 235.81 3.47 235.81

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ31.60 2176.45 3.47 235.81 3.47 235.81

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ31.60 2176.45 3.47 235.81 3.47 235.81

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ31.60 2176.45 3.47 235.81 3.47 235.81

43 - 1.4Dead + 1.4DL + 1.4PT 18.48 4832.40 0.37 342.59 0.37 342.59

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 15.84 4832.40 0.32 342.59 0.32 342.59

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 15.84 4832.40 0.32 342.59 0.32 342.59

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 15.84 3777.76 0.32 92.88 1.12 252.18

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 15.84 3777.76 0.32 92.88 1.12 252.18

Page 86: Design Calculation for Pipe Supports

Page 19 of 133

DETAIL REPORT FOR F1

Page 87: Design Calculation for Pipe Supports

Page 20 of 133

DETAIL REPORT FOR F1

SELF WEIGHTS AND APPLIED EXTERNAL LOAD

No. Load Combination Load Elem Soil Mat App Axial Tot Axial Buoyant

Weight Weight Weight Load Load Load

kN kN kN kN kN kN

1 Dead + DL + PE 51.22 191.88 45.36 36.99 325.44 0

2 Dead + DL + PE + WLX 51.22 191.88 45.36 36.99 325.44 0

3 Dead + DL + PE + -1WLX 51.22 191.88 45.36 36.99 325.44 0

4 Dead + DL + PE + WLZ 51.22 191.88 45.36 36.99 325.44 0

5 Dead + DL + PE + -1WLZ 51.22 191.88 45.36 36.99 325.44 0

6 Dead + DL + LL + PO 51.22 191.88 45.36 42.95 331.4 0

7 Dead + DL + LL + PO + FLT + FLL 51.22 191.88 45.36 42.95 331.4 0

8 Dead + DL + LL + PO + -1FLT + FLL 51.22 191.88 45.36 42.95 331.4 0

9 Dead + DL + LL + PO + FLT + -1FLL 51.22 191.88 45.36 42.95 331.4 0

10 Dead + DL + LL + PO + -1FLT + -1FLL 51.22 191.88 45.36 42.95 331.4 0

11 Dead + DL + LL + PO + FLT + FLL + WLX51.22 191.88 45.36 42.95 331.4 0

12 Dead + DL + LL + PO + -1FLT + FLL + WLX51.22 191.88 45.36 42.95 331.4 0

13 Dead + DL + LL + PO + FLT + -1FLL + WLX51.22 191.88 45.36 42.95 331.4 0

14 Dead + DL + LL + PO + -1FLT + -1FLL + WLX51.22 191.88 45.36 42.95 331.4 0

15 Dead + DL + LL + PO + FLT + FLL + -1WLX51.22 191.88 45.36 42.95 331.4 0

16 Dead + DL + LL + PO + -1FLT + FLL + -1WLX51.22 191.88 45.36 42.95 331.4 0

17 Dead + DL + LL + PO + FLT + -1FLL + -1WLX51.22 191.88 45.36 42.95 331.4 0

18 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX51.22 191.88 45.36 42.95 331.4 0

19 Dead + DL + LL + PO + FLT + FLL + WLZ51.22 191.88 45.36 42.95 331.4 0

20 Dead + DL + LL + PO + -1FLT + FLL + WLZ51.22 191.88 45.36 42.95 331.4 0

21 Dead + DL + LL + PO + FLT + -1FLL + WLZ51.22 191.88 45.36 42.95 331.4 0

22 Dead + DL + LL + PO + -1FLT + -1FLL + WLZ51.22 191.88 45.36 42.95 331.4 0

23 Dead + DL + LL + PO + FLT + FLL + -1WLZ51.22 191.88 45.36 42.95 331.4 0

24 Dead + DL + LL + PO + -1FLT + FLL + -1WLZ51.22 191.88 45.36 42.95 331.4 0

25 Dead + DL + LL + PO + FLT + -1FLL + -1WLZ51.22 191.88 45.36 42.95 331.4 0

26 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ51.22 191.88 45.36 42.95 331.4 0

27 Dead + DL + LL + PO + FLT + FLL + 0.715EQX51.22 191.88 45.36 42.95 331.4 0

28 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX51.22 191.88 45.36 42.95 331.4 0

29 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX51.22 191.88 45.36 42.95 331.4 0

30 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX51.22 191.88 45.36 42.95 331.4 0

31 Dead + DL + LL + PO + FLT + FLL + -0.715EQX51.22 191.88 45.36 42.95 331.4 0

32 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX51.22 191.88 45.36 42.95 331.4 0

33 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX51.22 191.88 45.36 42.95 331.4 0

34 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX51.22 191.88 45.36 42.95 331.4 0

35 Dead + DL + LL + PO + FLT + FLL + 0.715EQZ51.22 191.88 45.36 42.95 331.4 0

36 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ51.22 191.88 45.36 42.95 331.4 0

37 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ51.22 191.88 45.36 42.95 331.4 0

38 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ51.22 191.88 45.36 42.95 331.4 0

39 Dead + DL + LL + PO + FLT + FLL + -0.715EQZ51.22 191.88 45.36 42.95 331.4 0

40 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ51.22 191.88 45.36 42.95 331.4 0

41 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ51.22 191.88 45.36 42.95 331.4 0

42 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ51.22 191.88 45.36 42.95 331.4 0

43 Dead + DL + PT 51.22 191.88 45.36 18.37 306.82 0

44 Dead + DL + PT + 0.6WLX 51.22 191.88 45.36 18.37 306.82 0

45 Dead + DL + PT + -0.6WLX 51.22 191.88 45.36 18.37 306.82 0

46 Dead + DL + PT + 0.6WLZ 51.22 191.88 45.36 18.37 306.82 0

47 Dead + DL + PT + -0.6WLZ 51.22 191.88 45.36 18.37 306.82 0

Page 88: Design Calculation for Pipe Supports

Page 21 of 133

DETAIL REPORT FOR F1SOIL BEARING RESULTS - LINEAR SOIL PRESSURE METHOD

No. Load Combination Max Min X Comp Z Comp Area in % in

Bearing Bearing Len Len Comp Comp

kN/sq m kN/sq m m m sq m

1 Dead + DL + PE 66.941 36.374 9.617 12.574 6.3 100

2 Dead + DL + PE + WLX 83.028 20.286 3.905 15.596 6.3 100

3 Dead + DL + PE + -1WLX 67.367 35.948 9.179 12.654 6.3 100

4 Dead + DL + PE + WLZ 62.439 40.875 8.185 39.732 6.3 100

5 Dead + DL + PE + -1WLZ 75.843 27.472 12.053 6.207 6.3 100

6 Dead + DL + LL + PO 82.132 23.075 4.253 14.736 6.3 100

7 Dead + DL + LL + PO + FLT + FLL 82.138 23.069 4.252 14.737 6.3 100

8 Dead + DL + LL + PO + -1FLT + FLL 82.132 23.075 4.253 14.736 6.3 100

9 Dead + DL + LL + PO + FLT + -1FLL 82.132 23.075 4.253 14.736 6.3 100

10 Dead + DL + LL + PO + -1FLT + -1FLL 82.127 23.08 4.254 14.735 6.3 100

11 Dead + DL + LL + PO + FLT + FLL + WLX98.225 6.982 2.922 17.623 6.3 100

12 Dead + DL + LL + PO + -1FLT + FLL + WLX98.22 6.987 2.922 17.622 6.3 100

13 Dead + DL + LL + PO + FLT + -1FLL + WLX98.22 6.987 2.922 17.622 6.3 100

14 Dead + DL + LL + PO + -1FLT + -1FLL + WLX98.214 6.992 2.922 17.621 6.3 100

15 Dead + DL + LL + PO + FLT + FLL + -1WLX66.05 39.157 13.166 11.85 6.3 100

16 Dead + DL + LL + PO + -1FLT + FLL + -1WLX66.045 39.162 13.177 11.85 6.3 100

17 Dead + DL + LL + PO + FLT + -1FLL + -1WLX66.045 39.162 13.177 11.85 6.3 100

18 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX66.04 39.167 13.188 11.849 6.3 100

19 Dead + DL + LL + PO + FLT + FLL + WLZ76.936 28.271 3.85 58.218 6.3 100

20 Dead + DL + LL + PO + -1FLT + FLL + WLZ76.931 28.276 3.85 58.215 6.3 100

21 Dead + DL + LL + PO + FLT + -1FLL + WLZ76.931 28.276 3.85 58.215 6.3 100

22 Dead + DL + LL + PO + -1FLT + -1FLL + WLZ76.926 28.281 3.851 58.211 6.3 100

23 Dead + DL + LL + PO + FLT + FLL + -1WLZ91.04 14.167 4.882 7.301 6.3 100

24 Dead + DL + LL + PO + -1FLT + FLL + -1WLZ91.034 14.173 4.883 7.301 6.3 100

25 Dead + DL + LL + PO + FLT + -1FLL + -1WLZ91.034 14.173 4.883 7.301 6.3 100

26 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ91.029 14.178 4.884 7.301 6.3 100

27 Dead + DL + LL + PO + FLT + FLL + 0.715EQX84.542 20.665 3.941 15.168 6.3 100

28 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX84.537 20.67 3.941 15.167 6.3 100

29 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX84.537 20.67 3.941 15.167 6.3 100

30 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX84.531 20.676 3.942 15.166 6.3 100

31 Dead + DL + LL + PO + FLT + FLL + -0.715EQX79.734 25.473 4.641 14.305 6.3 100

32 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX79.728 25.479 4.642 14.304 6.3 100

33 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX79.728 25.479 4.642 14.304 6.3 100

34 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX79.723 25.484 4.643 14.304 6.3 100

35 Dead + DL + LL + PO + FLT + FLL + 0.715EQZ80.206 25.001 4.152 19.125 6.3 100

36 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ80.201 25.006 4.153 19.123 6.3 100

37 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ80.201 25.006 4.153 19.123 6.3 100

38 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ80.196 25.011 4.154 19.122 6.3 100

39 Dead + DL + LL + PO + FLT + FLL + -0.715EQZ84.069 21.138 4.352 12.09 6.3 100

40 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ84.064 21.143 4.353 12.09 6.3 100

41 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ84.064 21.143 4.353 12.09 6.3 100

42 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ84.059 21.148 4.354 12.089 6.3 100

43 Dead + DL + PT 61.306 36.097 14.202 11.077 6.3 100

44 Dead + DL + PT + 0.6WLX 70.958 26.445 5.502 12.821 6.3 100

45 Dead + DL + PT + -0.6WLX 61.246 36.158 14.366 11.066 6.3 100

46 Dead + DL + PT + 0.6WLZ 55.965 41.438 11.863 40.053 6.3 100

47 Dead + DL + PT + -0.6WLZ 66.647 30.756 17.019 6.891 6.3 100

BEARING PRESSURE CALCULATION FOR UNFACTORED LOAD COMBINATION 11

Eccentricity condition: Biaxial eccentricity

Eccentricity - Z direction = Ecc,z = 69.225 mm

Eccentricity - X direction = Ecc,x = 269.599 mm

Total Axial Load = P = 331.4 kN

Footing length = Lx = 2.25 m

Footing width = Lz = 2.8 m

Mat Area A = Lx * Lz = 6.3 sq m

Soil overburden = S = 41.4 kN/sq m

Gross bearing pressure = Gbp = Solved by trial and error method 98.225 kN/sq m

Net soil bearing = Nbp = Gbp - S = 56.825 kN/sq m

Page 89: Design Calculation for Pipe Supports

Page 22 of 133

DETAIL REPORT FOR F1STABILITY RATIO CALCULATIONS

No. Load Combination Overturn Resist SRx Overturn Resist SRz

Mom - X Mom - X Mom - Z Mom - Z

kNm kNm kNm kNm

1 Dead + DL + PE 9.283 356.904 38.449 6.892 450.018 65.299

2 Dead + DL + PE + WLX 62.625 372.24 5.944 24.843 467.97 18.837

3 Dead + DL + PE + -1WLX 16.643 363.258 21.826 4.097 447.223 100

4 Dead + DL + PE + WLZ 11.058 356.904 32.277 37.968 477.696 12.581

5 Dead + DL + PE + -1WLZ 7.508 356.904 47.539 31.491 446.237 14.17

6 Dead + DL + LL + PO 54.69 376.19 6.879 24.503 474.946 19.383

7 Dead + DL + LL + PO + FLT + FLL 54.708 376.195 6.876 24.509 474.952 19.378

8 Dead + DL + LL + PO + -1FLT + FLL 54.69 376.19 6.879 24.503 474.946 19.383

9 Dead + DL + LL + PO + FLT + -1FLL 54.69 376.19 6.879 24.503 474.946 19.383

10 Dead + DL + LL + PO + -1FLT + -1FLL 54.672 376.185 6.881 24.497 474.94 19.388

11 Dead + DL + LL + PO + FLT + FLL + WLX108.05 391.531 3.624 42.461 492.904 11.608

12 Dead + DL + LL + PO + -1FLT + FLL + WLX108.032 391.526 3.624 42.454 492.897 11.61

13 Dead + DL + LL + PO + FLT + -1FLL + WLX108.032 391.526 3.624 42.454 492.897 11.61

14 Dead + DL + LL + PO + -1FLT + -1FLL + WLX108.014 391.521 3.625 42.448 492.891 11.612

15 Dead + DL + LL + PO + FLT + FLL + -1WLX6.748 392.909 58.228 6.558 457.001 69.685

16 Dead + DL + LL + PO + -1FLT + FLL + -1WLX6.747 392.896 58.23 6.552 456.995 69.751

17 Dead + DL + LL + PO + FLT + -1FLL + -1WLX6.747 392.896 58.23 6.552 456.995 69.751

18 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX6.747 392.883 58.231 6.545 456.988 69.817

19 Dead + DL + LL + PO + FLT + FLL + WLZ56.483 376.195 6.66 81.388 530.49 6.518

20 Dead + DL + LL + PO + -1FLT + FLL + WLZ56.465 376.19 6.662 81.372 530.474 6.519

21 Dead + DL + LL + PO + FLT + -1FLL + WLZ56.465 376.19 6.662 81.372 530.474 6.519

22 Dead + DL + LL + PO + -1FLT + -1FLL + WLZ56.447 376.185 6.664 81.356 530.458 6.52

23 Dead + DL + LL + PO + FLT + FLL + -1WLZ52.933 376.195 7.107 48.283 470.346 9.741

24 Dead + DL + LL + PO + -1FLT + FLL + -1WLZ52.915 376.19 7.109 48.277 470.339 9.742

25 Dead + DL + LL + PO + FLT + -1FLL + -1WLZ52.915 376.19 7.109 48.277 470.339 9.742

26 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ52.897 376.185 7.112 48.271 470.333 9.744

27 Dead + DL + LL + PO + FLT + FLL + 0.715EQX62.981 378.789 6.014 27.545 477.988 17.353

28 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX62.963 378.784 6.016 27.539 477.982 17.357

29 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX62.963 378.784 6.016 27.539 477.982 17.357

30 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX62.946 378.778 6.018 27.532 477.975 17.361

31 Dead + DL + LL + PO + FLT + FLL + -0.715EQX46.434 373.602 8.046 21.474 471.917 21.976

32 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX46.417 373.596 8.049 21.468 471.91 21.982

33 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX46.417 373.596 8.049 21.468 471.91 21.982

34 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX46.399 373.591 8.052 21.461 471.904 21.989

35 Dead + DL + LL + PO + FLT + FLL + 0.715EQZ54.708 376.195 6.876 58.686 530.49 9.039

36 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ54.69 376.19 6.879 58.67 530.474 9.042

37 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ54.69 376.19 6.879 58.67 530.474 9.042

38 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ54.672 376.185 6.881 58.654 530.458 9.044

39 Dead + DL + LL + PO + FLT + FLL + -0.715EQZ54.708 376.195 6.876 28.629 473.393 16.535

40 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ54.69 376.19 6.879 28.623 473.386 16.539

41 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ54.69 376.19 6.879 28.623 473.386 16.539

42 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ54.672 376.185 6.881 28.616 473.38 16.542

43 Dead + DL + PT 3.495 360.142 100 11.698 454.606 38.861

44 Dead + DL + PT + 0.6WLX 37.996 348.893 9.182 39.1 482.008 12.328

45 Dead + DL + PT + -0.6WLX 11.036 344.879 31.251 3.412 446.319 100

46 Dead + DL + PT + 0.6WLZ 7.766 340.401 43.834 27.555 453.434 16.456

47 Dead + DL + PT + -0.6WLZ 4.563 360.145 78.93 18.044 417.207 23.122

Note: Stability ratio values greater than 100 are displayed as 100.

Page 90: Design Calculation for Pipe Supports

Page 23 of 133

DETAIL REPORT FOR F1SLIDING RESISTANCE CALCULATION - X DIRECTION - UNFACTORED LOAD COMBINATION 11

Effective footing width = Lz = 2.8 m

Effective footing length = Lx = 2.25 m

Footing thickness = h = 0.3 m

Soil cover = h1 = 2 m

Soil unit weight = Y = 18 kN/cu m

Passive Pressure at the p1 = Yh1 = 36 kN/sq m

top of the base

Passive Pressure at the p2 = Y(h + h1) = 41.4 kN/sq m

bottom of the base

Passive resistance R1 = 0.5*Lz*h*(p1+p2) = 32.508 kN

Passive pressure coeff. Kp = 3

Friction coeff. u = 0.3

Total Axial Load P = 331.4 kN

Total Passive resistance R2 = R1*Kp = 97.524 kN

Friction resistance R3 = u*P = 99.42 kN

Total lateral resistance R = R2+R3 = 196.944 kN

Total applied lateral load S = 12.646 kN

Sliding Factor of Safety FS,slid = R/S = 15.574

Note: Sliding factor of safety value greater than 100 is displayed as 100.

SLIDING RESISTANCE CALCULATION - Z DIRECTION - UNFACTORED LOAD COMBINATION 11

Effective footing width = Lx = 2.25 m

Effective footing length = Lz = 2.8 m

Footing thickness = h = 0.3 m

Soil cover = h1 = 2 m

Soil unit weight = Y = 18 kN/cu m

Passive Pressure at the p1 = Yh1 = 36 kN/sq m

top of the base

Passive Pressure at the p2 = Y(h + h1) = 41.4 kN/sq m

bottom of the base

Passive resistance R1 = 0.5*Lx*h*(p1+p2) = 26.123 kN

Passive pressure coeff. Kp = 3

Friction coeff. u = 0.3

Total Axial Load P = 331.4 kN

Total Passive resistance R2 = R1*Kp = 78.369 kN

Friction resistance R3 = u*P = 99.42 kN

Total lateral resistance R = R2+R3 = 177.789 kN

Total applied lateral load S = 0.9 kN

Sliding Factor of Safety FS,slid = R/S = 100

Note: Sliding factor of safety value greater than 100 is displayed as 100.

FACTORED LOADS - SOIL BEARING VALUES

No. Load Combination Max X Min X Max Z Min Z

Bearing Bearing Bearing Bearing

kN/sq m kN/sq m kN/sq m kN/sq m

1 1.4Dead + 1.4DL + 1.4PE 83.283 61.357 82.755 61.886

2 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 105.805 38.835 82.755 61.886

3 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 83.879 60.761 82.755 61.886

4 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 84.335 60.306 75.4 69.24

5 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 82.231 62.409 96.269 48.371

6 1.4Dead + 1.4DL + 1.6LL + 1.4PO 104.062 43.228 84.569 62.721

7 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL104.07 43.22 84.569 62.721

8 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL104.062 43.228 84.569 62.721

9 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL104.062 43.228 84.569 62.721

10 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL104.053 43.236 84.569 62.721

11 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX108.506 17.742 72.488 53.76

12 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX108.5 17.749 72.488 53.76

13 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX108.5 17.749 72.488 53.76

14 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX108.494 17.755 72.488 53.76

15 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX69.897 56.352 72.488 53.76

16 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX69.891 56.358 72.488 53.76

17 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX69.891 56.358 72.488 53.76

18 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX69.884 56.364 72.488 53.76

19 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ90.103 36.145 65.344 60.904

20 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ90.097 36.152 65.344 60.904

21 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ90.097 36.152 65.344 60.904

22 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ90.091 36.158 65.344 60.904

23 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ88.3 37.949 84.072 42.177

24 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ88.294 37.955 84.072 42.177

25 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ88.294 37.955 84.072 42.177

26 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ88.287 37.961 84.072 42.177

27 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX92.563 33.685 72.488 53.76

28 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX92.557 33.691 72.488 53.76

29 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX92.557 33.691 72.488 53.76

Page 91: Design Calculation for Pipe Supports

Page 24 of 133

DETAIL REPORT FOR F130 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX92.551 33.698 72.488 53.76

31 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX85.839 40.41 72.488 53.76

32 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX85.832 40.416 72.488 53.76

33 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX85.832 40.416 72.488 53.76

34 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX85.826 40.422 72.488 53.76

35 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ89.201 37.048 69.786 56.462

36 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ89.195 37.054 69.786 56.462

37 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ89.195 37.054 69.786 56.462

38 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ89.188 37.06 69.786 56.462

39 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ89.201 37.048 75.19 51.059

40 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ89.195 37.054 75.19 51.059

41 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ89.195 37.054 75.19 51.059

42 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ89.188 37.06 75.19 51.059

43 1.4Dead + 1.4DL + 1.4PT 74.981 61.384 79.03 57.335

44 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 75.852 41.032 67.74 49.144

45 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 64.197 52.687 67.74 49.144

46 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 64.811 52.074 60.789 56.095

47 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 63.729 53.155 74.69 42.194

Page 92: Design Calculation for Pipe Supports

Page 25 of 133

DETAIL REPORT FOR F1BEAM SHEAR STRESS - X DIRECTION

No. Load Location Shear Shear Allowable Location Shear Shear Allowable

Combination Crit Sect Crit Sect Stress Stress Near Supp Near Supp Stress Stress

m kN N/sq mm N/sq mm m kN N/sq mm N/sq mm

1 1.4Dead + 1.4DL + 1.4PE 1.575 -51.548 0.092 0.627 1.575 -51.548 0.092 0.627

2 1.4Dead + 1.4DL + 1.4PE + 1.4WLX1.575 -81.345 0.145 0.627 1.575 -81.345 0.145 0.627

3 1.4Dead + 1.4DL + 1.4PE + -1.4WLX1.075 23.696 0.042 0.627 1.075 23.696 0.042 0.627

4 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ1.575 -52.94 0.095 0.627 1.575 -52.94 0.095 0.627

5 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ1.575 -50.157 0.09 0.627 1.575 -50.157 0.09 0.627

6 1.4Dead + 1.4DL + 1.6LL + 1.4PO1.575 -79.789 0.142 0.627 1.575 -79.789 0.142 0.627

7 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL1.575 -79.8 0.143 0.627 1.575 -79.8 0.143 0.627

8 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL1.575 -79.789 0.142 0.627 1.575 -79.789 0.142 0.627

9 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL1.575 -79.789 0.142 0.627 1.575 -79.789 0.142 0.627

10 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL1.575 -79.778 0.142 0.627 1.575 -79.778 0.142 0.627

11 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX1.575 -93.938 0.168 0.627 1.575 -93.938 0.168 0.627

12 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX1.575 -93.93 0.168 0.627 1.575 -93.93 0.168 0.627

13 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX1.575 -93.93 0.168 0.627 1.575 -93.93 0.168 0.627

14 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX1.575 -93.922 0.168 0.627 1.575 -93.922 0.168 0.627

15 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX1.575 -42.858 0.077 0.627 1.575 -42.858 0.077 0.627

16 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX1.575 -42.85 0.077 0.627 1.575 -42.85 0.077 0.627

17 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX1.575 -42.85 0.077 0.627 1.575 -42.85 0.077 0.627

18 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX1.575 -42.842 0.077 0.627 1.575 -42.842 0.077 0.627

19 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ1.575 -69.591 0.124 0.627 1.575 -69.591 0.124 0.627

20 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ1.575 -69.583 0.124 0.627 1.575 -69.583 0.124 0.627

21 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ1.575 -69.583 0.124 0.627 1.575 -69.583 0.124 0.627

22 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ1.575 -69.575 0.124 0.627 1.575 -69.575 0.124 0.627

23 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ1.575 -67.206 0.12 0.627 1.575 -67.206 0.12 0.627

24 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ1.575 -67.197 0.12 0.627 1.575 -67.197 0.12 0.627

25 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ1.575 -67.197 0.12 0.627 1.575 -67.197 0.12 0.627

26 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ1.575 -67.189 0.12 0.627 1.575 -67.189 0.12 0.627

27 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX1.575 -72.846 0.13 0.627 1.575 -72.846 0.13 0.627

28 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX1.575 -72.838 0.13 0.627 1.575 -72.838 0.13 0.627

29 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX1.575 -72.838 0.13 0.627 1.575 -72.838 0.13 0.627

30 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX1.575 -72.83 0.13 0.627 1.575 -72.83 0.13 0.627

31 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX1.575 -63.949 0.114 0.627 1.575 -63.949 0.114 0.627

32 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX1.575 -63.941 0.114 0.627 1.575 -63.941 0.114 0.627

33 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX1.575 -63.941 0.114 0.627 1.575 -63.941 0.114 0.627

34 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX1.575 -63.933 0.114 0.627 1.575 -63.933 0.114 0.627

35 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ1.575 -68.398 0.122 0.627 1.575 -68.398 0.122 0.627

36 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ1.575 -68.39 0.122 0.627 1.575 -68.39 0.122 0.627

37 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ1.575 -68.39 0.122 0.627 1.575 -68.39 0.122 0.627

38 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ1.575 -68.381 0.122 0.627 1.575 -68.381 0.122 0.627

39 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ1.575 -68.398 0.122 0.627 1.575 -68.398 0.122 0.627

40 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ1.575 -68.39 0.122 0.627 1.575 -68.39 0.122 0.627

41 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ1.575 -68.39 0.122 0.627 1.575 -68.39 0.122 0.627

42 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ1.575 -68.381 0.122 0.627 1.575 -68.381 0.122 0.627

43 1.4Dead + 1.4DL + 1.4PT 1.575 -38.219 0.068 0.627 1.575 -38.219 0.068 0.627

44 1.2Dead + 1.2DL + 1.2PT + 0.72WLX1.575 -48.083 0.086 0.627 1.575 -48.083 0.086 0.627

45 1.2Dead + 1.2DL + 1.2PT + -0.72WLX1.575 -17.435 0.031 0.627 1.575 -17.435 0.031 0.627

46 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ1.575 -33.475 0.06 0.627 1.575 -33.475 0.06 0.627

47 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ1.575 -32.043 0.057 0.627 1.575 -32.043 0.057 0.627

BEAM SHEAR STRESS - Z DIRECTION

No. Load Location Shear Shear Allowable Location Shear Shear Allowable

Combination Crit Sect Crit Sect Stress Stress Near Supp Near Supp Stress Stress

m kN N/sq mm N/sq mm m kN N/sq mm N/sq mm

1 1.4Dead + 1.4DL + 1.4PE 2.51 -18.892 0.042 0.635 2.51 -18.892 0.042 0.635

2 1.4Dead + 1.4DL + 1.4PE + 1.4WLX2.51 -18.892 0.042 0.635 2.51 -18.892 0.042 0.635

3 1.4Dead + 1.4DL + 1.4PE + -1.4WLX2.51 -18.892 0.042 0.635 2.51 -18.892 0.042 0.635

4 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ1.51 37.253 0.083 0.635 1.51 37.253 0.083 0.635

5 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ2.51 -26.797 0.06 0.635 2.51 -26.797 0.06 0.635

6 1.4Dead + 1.4DL + 1.6LL + 1.4PO2.51 -20.043 0.045 0.635 2.51 -20.043 0.045 0.635

7 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL2.51 -20.043 0.045 0.635 2.51 -20.043 0.045 0.635

8 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL2.51 -20.043 0.045 0.635 2.51 -20.043 0.045 0.635

9 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL2.51 -20.043 0.045 0.635 2.51 -20.043 0.045 0.635

10 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL2.51 -20.043 0.045 0.635 2.51 -20.043 0.045 0.635

11 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX2.51 -17.18 0.038 0.635 2.51 -17.18 0.038 0.635

12 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX2.51 -17.18 0.038 0.635 2.51 -17.18 0.038 0.635

13 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX2.51 -17.18 0.038 0.635 2.51 -17.18 0.038 0.635

14 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX2.51 -17.18 0.038 0.635 2.51 -17.18 0.038 0.635

15 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX2.51 -17.18 0.038 0.635 2.51 -17.18 0.038 0.635

16 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX2.51 -17.18 0.038 0.635 2.51 -17.18 0.038 0.635

17 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX2.51 -17.18 0.038 0.635 2.51 -17.18 0.038 0.635

Page 93: Design Calculation for Pipe Supports

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DETAIL REPORT FOR F118 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX2.51 -17.18 0.038 0.635 2.51 -17.18 0.038 0.635

19 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ1.51 32.815 0.073 0.635 1.51 32.815 0.073 0.635

20 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ1.51 32.815 0.073 0.635 1.51 32.815 0.073 0.635

21 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ1.51 32.815 0.073 0.635 1.51 32.815 0.073 0.635

22 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ1.51 32.815 0.073 0.635 1.51 32.815 0.073 0.635

23 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ2.51 -23.956 0.053 0.635 2.51 -23.956 0.053 0.635

24 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ2.51 -23.956 0.053 0.635 2.51 -23.956 0.053 0.635

25 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ2.51 -23.956 0.053 0.635 2.51 -23.956 0.053 0.635

26 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ2.51 -23.956 0.053 0.635 2.51 -23.956 0.053 0.635

27 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX2.51 -17.18 0.038 0.635 2.51 -17.18 0.038 0.635

28 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX2.51 -17.18 0.038 0.635 2.51 -17.18 0.038 0.635

29 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX2.51 -17.18 0.038 0.635 2.51 -17.18 0.038 0.635

30 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX2.51 -17.18 0.038 0.635 2.51 -17.18 0.038 0.635

31 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX2.51 -17.18 0.038 0.635 2.51 -17.18 0.038 0.635

32 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX2.51 -17.18 0.038 0.635 2.51 -17.18 0.038 0.635

33 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX2.51 -17.18 0.038 0.635 2.51 -17.18 0.038 0.635

34 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX2.51 -17.18 0.038 0.635 2.51 -17.18 0.038 0.635

35 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ1.51 18.912 0.042 0.635 1.51 18.912 0.042 0.635

36 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ1.51 18.912 0.042 0.635 1.51 18.912 0.042 0.635

37 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ1.51 18.912 0.042 0.635 1.51 18.912 0.042 0.635

38 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ1.51 18.912 0.042 0.635 1.51 18.912 0.042 0.635

39 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ2.51 -18.76 0.042 0.635 2.51 -18.76 0.042 0.635

40 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ2.51 -18.76 0.042 0.635 2.51 -18.76 0.042 0.635

41 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ2.51 -18.76 0.042 0.635 2.51 -18.76 0.042 0.635

42 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ2.51 -18.76 0.042 0.635 2.51 -18.76 0.042 0.635

43 1.4Dead + 1.4DL + 1.4PT 1.51 17.075 0.038 0.635 1.51 17.075 0.038 0.635

44 1.2Dead + 1.2DL + 1.2PT + 0.72WLX1.51 14.635 0.033 0.635 1.51 14.635 0.033 0.635

45 1.2Dead + 1.2DL + 1.2PT + -0.72WLX1.51 14.635 0.033 0.635 1.51 14.635 0.033 0.635

46 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ1.51 25.515 0.057 0.635 1.51 25.515 0.057 0.635

47 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ2.51 -18.152 0.04 0.635 2.51 -18.152 0.04 0.635

Page 94: Design Calculation for Pipe Supports

Page 27 of 133

DETAIL REPORT FOR F1ALLOWABLE BEAM SHEAR STRESS - X DIRECTION - FACTORED LOAD COMBINATION 1

AT A CRITICAL SECTION

Concrete comp strength = fc' = 40 N/sq mm

Approx effective depth = d = 200 mm

Footing width = Lz = 2.8 m

Footing thickness = Df = 0.3 m

Shear strength reduction factor = f = 0.8

Critical section location = l = 1.575 m

Footing steel area = As = 2035.6 sq mm

Footing steel ratio percent = Rw = 100*As/bvd = 0.364

Reinft partial safety factor = Ym = 1.25

Allowable shear stress = fvc = 0.79*((100*As/bv*d)^(1/3))*((400/d)^(1/4))*((fc'/25)^(1/3))/Ym = 0.627 N/sq mm

Note: Allowable shear stress with enhancement may apply depending on the shear section location.

Page 95: Design Calculation for Pipe Supports

Page 28 of 133

Dimensional Solutions Mat3D Version 5.8.0 Date 9/10/2012

Foundation Name F2 & F3 Time 1:49:08 PM

Designed By: LITWIN PEL Engineer MCA Checker VBE

Filename:

DETAIL REPORT FOR F2 & F3

PROJECT INFORMATION

Project Name: PWRI UPGRADE AT BAB CL-5, CL-15, CL-16

Project Number: P11452

Client: ADCO

Project Location ABU DHABI

Foundation Description F2 & F3

DESIGN CODE BSI 8110 - 1997 INPUT UNITS SI OUTPUT UNITS SI

CONCRETE PARAMETERS: REINFORCING STEEL PARAMETERS:

Compressive Strength (N/sq mm) 40 Yield Strength (N/sq mm) 460

Unit Weight (kN/cu m) 24 Unit Weight (kN/cu m) 78

Pier Concrete Cover - X Dir (mm) 75 Modulus of Elasticity (kN/sq mm) 200

Pier Concrete Cover - Z Dir (mm) 75 Pier Min Rebar Spacing (mm) 100

Footing Side Concrete Cover - X Dir (mm) 75 Footing Min Rebar Spacing (mm) 100

Footing Side Concrete Cover - Z Dir (mm) 75 Footing Max Rebar Spacing (mm) 300

Footing Top Concrete Cover (mm) 75

Footing Bottom Concrete Cover - X Dir (mm) 75

SOIL PARAMETERS: REBAR PARAMETERS:

Unit Weight (kN/cu m) 18 Max Long Bar Size 20

Allowable Net Bearing Capacity (kN/sq m) 150 Min Long Bar Size 16

Bearing Capacity Method Linear Soil Pressure Max Tie Bar Size 12

Soil Type Granular Min Tie Bar Size 10

Passive Pressure Coefficient Kp 3 Max Ftg Bar Size 25

Soil To Concrete Friction f 0.3 Min Ftg Bar Size 10

Allowable Increase in Soil Pressure due to Short Term Loads (%) Temp & Shrinkage Steel Ratio 0.0018

Wind 0 Earthquake 0 Test 0

Min Stability Ratio 1.5

Safety Factor against Lateral Forces 1.5

MINIMUM FOUNDATION CRITERIA: BUOYANCY CRITERIA:

Depth of Footing Below Grade (mm) 1200 Consider Buoyancy: No

Minimum Soil Cover (mm) 800 Consider soil for buoyancy: No

Grade Elevation (mm) 100.1 Water table below grade (mm) 3000

Page 96: Design Calculation for Pipe Supports

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DETAIL REPORT FOR F2 & F3

APPLIED LOADS

P1

Load Axial Shear X Mom Z Shear Z Mom X

Case (kN) (kN) (kN m) (kN) (kN m)

1 - Dead 0.00 0.00 0.00 0.00 0.00

2 - DL 0.00 7.08 0.01 0.03 0.00

3 - LL 0.00 0.00 0.00 0.00 0.00

4 - PE -0.13 2.05 -0.17 -0.80 -0.01

5 - PO 0.53 3.15 0.62 3.00 -0.01

6 - PT -0.12 1.85 -0.16 -0.76 -0.01

7 - FLT 0.00 0.00 0.00 0.00 0.00

8 - FLL 0.00 0.00 0.00 0.00 0.00

9 - WLX -5.53 0.00 0.00 0.00 0.00

10 - WLZ -0.40 -0.14 -5.47 -15.23 0.01

11 - EQX -1.71 0.00 0.00 0.01 0.00

12 - EQZ -0.29 -0.07 -1.39 -6.24 0.00

Page 97: Design Calculation for Pipe Supports

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DETAIL REPORT FOR F2 & F3

UNFACTORED (ALLOWABLE) LOAD COMBINATIONS

P1

Load Axial Shear X Mom Z Shear Z Mom X

Comb (kN) (kN) (kN m) (kN) (kN m)

1 - Dead + DL + PE -0.13 9.13 -0.16 -0.77 -0.01

2 - Dead + DL + PE + WLX -5.66 9.13 -0.16 -0.77 -0.01

3 - Dead + DL + PE + -1WLX 5.40 9.13 -0.16 -0.77 -0.01

4 - Dead + DL + PE + WLZ -0.53 8.99 -5.63 -16.00 0.00

5 - Dead + DL + PE + -1WLZ 0.27 9.26 5.31 14.46 -0.02

6 - Dead + DL + LL + PO 0.53 10.23 0.63 3.03 -0.01

7 - Dead + DL + LL + PO + FLT + FLL 0.53 10.23 0.63 3.03 -0.01

8 - Dead + DL + LL + PO + -1FLT + FLL 0.53 10.23 0.63 3.03 -0.01

9 - Dead + DL + LL + PO + FLT + -1FLL 0.53 10.23 0.63 3.03 -0.01

10 - Dead + DL + LL + PO + -1FLT + -1FLL 0.53 10.23 0.63 3.03 -0.01

11 - Dead + DL + LL + PO + FLT + FLL + WLX -5.00 10.23 0.63 3.03 -0.01

12 - Dead + DL + LL + PO + -1FLT + FLL + WLX -5.00 10.23 0.63 3.03 -0.01

13 - Dead + DL + LL + PO + FLT + -1FLL + WLX -5.00 10.23 0.63 3.03 -0.01

14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX -5.00 10.23 0.63 3.03 -0.01

15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 6.05 10.23 0.63 3.03 -0.02

16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 6.05 10.23 0.63 3.03 -0.02

17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 6.05 10.23 0.63 3.03 -0.02

18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 6.05 10.23 0.63 3.03 -0.02

19 - Dead + DL + LL + PO + FLT + FLL + WLZ 0.13 10.09 -4.85 -12.20 -0.01

20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 0.13 10.09 -4.85 -12.20 -0.01

21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 0.13 10.09 -4.85 -12.20 -0.01

22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 0.13 10.09 -4.85 -12.20 -0.01

23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 0.92 10.37 6.10 18.25 -0.02

24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 0.92 10.37 6.10 18.25 -0.02

25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 0.92 10.37 6.10 18.25 -0.02

26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 0.92 10.37 6.10 18.25 -0.02

27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX -0.69 10.23 0.63 3.03 -0.01

28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX -0.69 10.23 0.63 3.03 -0.01

29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX -0.69 10.23 0.63 3.03 -0.01

30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX -0.69 10.23 0.63 3.03 -0.01

31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 1.75 10.23 0.63 3.02 -0.02

32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 1.75 10.23 0.63 3.02 -0.02

33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 1.75 10.23 0.63 3.02 -0.02

34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX 1.75 10.23 0.63 3.02 -0.02

35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 0.32 10.18 -0.37 -1.43 -0.01

36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 0.32 10.18 -0.37 -1.43 -0.01

37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 0.32 10.18 -0.37 -1.43 -0.01

38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 0.32 10.18 -0.37 -1.43 -0.01

39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 0.73 10.28 1.62 7.49 -0.02

40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 0.73 10.28 1.62 7.49 -0.02

41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 0.73 10.28 1.62 7.49 -0.02

42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ 0.73 10.28 1.62 7.49 -0.02

43 - Dead + DL + PT -0.12 8.92 -0.15 -0.74 -0.01

44 - Dead + DL + PT + 0.6WLX -3.43 8.92 -0.15 -0.74 -0.01

45 - Dead + DL + PT + -0.6WLX 3.20 8.92 -0.15 -0.74 -0.01

46 - Dead + DL + PT + 0.6WLZ -0.36 8.84 -3.44 -9.87 -0.01

47 - Dead + DL + PT + -0.6WLZ 0.12 9.01 3.13 8.40 -0.01

Page 98: Design Calculation for Pipe Supports

Page 31 of 133

DETAIL REPORT FOR F2 & F3

FACTORED (ULTIMATE) LOAD COMBINATIONS

P1

Load Axial Shear X Mom Z Shear Z Mom X

Comb (kN) (kN) (kN m) (kN) (kN m)

1 - 1.4Dead + 1.4DL + 1.4PE -0.18 12.78 -0.22 -1.08 -0.01

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX -7.92 12.78 -0.22 -1.08 -0.01

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 7.55 12.78 -0.22 -1.08 -0.02

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ -0.74 12.58 -7.88 -22.39 -0.01

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.37 12.97 7.44 20.24 -0.02

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.74 14.32 0.88 4.24 -0.02

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.74 14.32 0.88 4.24 -0.02

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.74 14.32 0.88 4.24 -0.02

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.74 14.32 0.88 4.24 -0.02

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.74 14.32 0.88 4.24 -0.02

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX-6.00 12.28 0.75 3.63 -0.02

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX-6.00 12.28 0.75 3.63 -0.02

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX-6.00 12.28 0.75 3.63 -0.02

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX-6.00 12.28 0.75 3.63 -0.02

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX7.26 12.28 0.75 3.63 -0.02

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX7.26 12.28 0.75 3.63 -0.02

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX7.26 12.28 0.75 3.63 -0.02

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX7.26 12.28 0.75 3.63 -0.02

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ0.15 12.11 -5.81 -14.64 -0.01

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ0.15 12.11 -5.81 -14.64 -0.01

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ0.15 12.11 -5.81 -14.64 -0.01

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ0.15 12.11 -5.81 -14.64 -0.01

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ1.11 12.44 7.32 21.90 -0.02

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ1.11 12.44 7.32 21.90 -0.02

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ1.11 12.44 7.32 21.90 -0.02

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ1.11 12.44 7.32 21.90 -0.02

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX-1.07 12.27 0.75 3.64 -0.01

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX-1.07 12.27 0.75 3.64 -0.01

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX-1.07 12.27 0.75 3.64 -0.01

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX-1.07 12.27 0.75 3.64 -0.01

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX2.34 12.28 0.75 3.62 -0.02

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX2.34 12.28 0.75 3.62 -0.02

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX2.34 12.28 0.75 3.62 -0.02

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX2.34 12.28 0.75 3.62 -0.02

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ0.35 12.21 -0.64 -2.60 -0.01

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ0.35 12.21 -0.64 -2.60 -0.01

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ0.35 12.21 -0.64 -2.60 -0.01

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ0.35 12.21 -0.64 -2.60 -0.01

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ0.92 12.35 2.14 9.87 -0.02

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ0.92 12.35 2.14 9.87 -0.02

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ0.92 12.35 2.14 9.87 -0.02

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ0.92 12.35 2.14 9.87 -0.02

43 - 1.4Dead + 1.4DL + 1.4PT -0.17 12.49 -0.21 -1.03 -0.01

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX -4.12 10.71 -0.18 -0.88 -0.01

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 3.84 10.71 -0.18 -0.88 -0.01

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ -0.43 10.61 -4.12 -11.85 -0.01

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.14 10.81 3.76 10.08 -0.02

Page 99: Design Calculation for Pipe Supports

Page 32 of 133

DETAIL REPORT FOR F2 & F3

BEARING CAPACITY - LINEAR SOIL PRESSURE METHOD

Load Max All Ecc Ecc Moment Moment Rem

Comb Pressure Pressure Z Dir X Dir Z axis X axis

(kN/sq m) (kN/sq m) (cm) (cm) (kN-m) (kN-m)

1 - Dead + DL + PE 40.72 171.60 7.21 11.57 11.32 7.05

2 - Dead + DL + PE + WLX 38.20 171.60 5.25 13.16 12.15 4.84

3 - Dead + DL + PE + -1WLX 43.23 171.60 8.96 10.15 10.49 9.26

4 - Dead + DL + PE + WLZ 53.87 171.60 30.51 5.85 5.70 29.73

5 - Dead + DL + PE + -1WLZ 52.26 171.60 15.90 17.25 16.94 15.62

6 - Dead + DL + LL + PO 38.55 171.60 1.65 13.88 13.67 1.62

7 - Dead + DL + LL + PO + FLT + FLL 38.55 171.60 1.65 13.88 13.67 1.62

8 - Dead + DL + LL + PO + -1FLT + FLL 38.55 171.60 1.65 13.88 13.67 1.62

9 - Dead + DL + LL + PO + FLT + -1FLL 38.55 171.60 1.65 13.88 13.67 1.62

10 - Dead + DL + LL + PO + -1FLT + -1FLL 38.55 171.60 1.65 13.88 13.67 1.62

11 - Dead + DL + LL + PO + FLT + FLL + WLX 36.97 171.60 0.63 15.59 14.49 0.59

12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 36.97 171.60 0.63 15.59 14.49 0.59

13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 36.97 171.60 0.63 15.59 14.49 0.59

14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 36.97 171.60 0.63 15.59 14.49 0.59

15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 41.07 171.60 3.69 12.35 12.84 3.83

16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 41.07 171.60 3.69 12.35 12.84 3.83

17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 41.07 171.60 3.69 12.35 12.84 3.83

18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 41.07 171.60 3.69 12.35 12.84 3.83

19 - Dead + DL + LL + PO + FLT + FLL + WLZ 51.68 171.60 24.77 8.21 8.05 24.30

20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 51.68 171.60 24.77 8.21 8.05 24.30

21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 51.68 171.60 24.77 8.21 8.05 24.30

22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 51.68 171.60 24.77 8.21 8.05 24.30

23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 58.89 171.60 21.29 19.50 19.28 21.05

24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 58.89 171.60 21.29 19.50 19.28 21.05

25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 58.89 171.60 21.29 19.50 19.28 21.05

26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 58.89 171.60 21.29 19.50 19.28 21.05

27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 37.99 171.60 1.15 14.24 13.85 1.12

28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 37.99 171.60 1.15 14.24 13.85 1.12

29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 37.99 171.60 1.15 14.24 13.85 1.12

30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX37.99 171.60 1.15 14.24 13.85 1.12

31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 39.12 171.60 2.13 13.53 13.49 2.12

32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 39.12 171.60 2.13 13.53 13.49 2.12

33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 39.12 171.60 2.13 13.53 13.49 2.12

34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX39.12 171.60 2.13 13.53 13.49 2.12

35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 42.85 171.60 8.37 12.85 12.63 8.23

36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 42.85 171.60 8.37 12.85 12.63 8.23

37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 42.85 171.60 8.37 12.85 12.63 8.23

38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 42.85 171.60 8.37 12.85 12.63 8.23

39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 42.12 171.60 5.05 14.90 14.71 4.98

40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 42.12 171.60 5.05 14.90 14.71 4.98

41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 42.12 171.60 5.05 14.90 14.71 4.98

42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ42.12 171.60 5.05 14.90 14.71 4.98

43 - Dead + DL + PT 40.44 171.60 7.16 11.27 11.02 7.01

44 - Dead + DL + PT + 0.6WLX 38.93 171.60 6.01 12.19 11.52 5.68

45 - Dead + DL + PT + -0.6WLX 41.94 171.60 8.24 10.41 10.53 8.33

46 - Dead + DL + PT + 0.6WLZ 48.31 171.60 21.12 7.84 7.65 20.61

47 - Dead + DL + PT + -0.6WLZ 42.98 171.60 6.73 14.68 14.39 6.60

Page 100: Design Calculation for Pipe Supports

Page 33 of 133

DETAIL REPORT FOR F2 & F3

STABILITY RATIO / SLIDING SAFETY FACTOR

Load S.R. S.R. All Sliding Sliding All Remarks

Comb Z Dir X Dir S.R. FS - Z FS - X FS

1 - Dead + DL + PE 76.59 6.81 1.50 91.41 7.95 1.50

2 - Dead + DL + PE + WLX 20.89 4.73 1.50 89.26 7.77 1.50

3 - Dead + DL + PE + -1WLX 84.47 7.32 1.50 93.56 8.13 1.50

4 - Dead + DL + PE + WLZ 3.92 7.09 1.50 4.39 8.06 1.50

5 - Dead + DL + PE + -1WLZ 4.66 4.91 1.50 4.88 7.84 1.50

6 - Dead + DL + LL + PO 22.33 5.93 1.50 23.31 7.11 1.50

7 - Dead + DL + LL + PO + FLT + FLL 22.33 5.93 1.50 23.31 7.11 1.50

8 - Dead + DL + LL + PO + -1FLT + FLL 22.33 5.93 1.50 23.31 7.11 1.50

9 - Dead + DL + LL + PO + FLT + -1FLL 22.33 5.93 1.50 23.31 7.11 1.50

10 - Dead + DL + LL + PO + -1FLT + -1FLL 22.33 5.93 1.50 23.31 7.11 1.50

11 - Dead + DL + LL + PO + FLT + FLL + WLX 8.72 4.38 1.50 22.76 6.95 1.50

12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 8.72 4.38 1.50 22.76 6.95 1.50

13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 8.72 4.38 1.50 22.76 6.95 1.50

14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 8.72 4.38 1.50 22.76 6.95 1.50

15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 24.03 6.31 1.50 23.86 7.27 1.50

16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 24.03 6.31 1.50 23.86 7.27 1.50

17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 24.03 6.31 1.50 23.86 7.27 1.50

18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 24.03 6.31 1.50 23.86 7.27 1.50

19 - Dead + DL + LL + PO + FLT + FLL + WLZ 5.21 6.54 1.50 5.78 7.19 1.50

20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 5.21 6.54 1.50 5.78 7.19 1.50

21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 5.21 6.54 1.50 5.78 7.19 1.50

22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 5.21 6.54 1.50 5.78 7.19 1.50

23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 3.72 4.39 1.50 3.87 7.03 1.50

24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 3.72 4.39 1.50 3.87 7.03 1.50

25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 3.72 4.39 1.50 3.87 7.03 1.50

26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 3.72 4.39 1.50 3.87 7.03 1.50

27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 18.23 5.62 1.50 23.14 7.08 1.50

28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 18.23 5.62 1.50 23.14 7.08 1.50

29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 18.23 5.62 1.50 23.14 7.08 1.50

30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX18.23 5.62 1.50 23.14 7.08 1.50

31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 22.75 6.01 1.50 23.48 7.14 1.50

32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 22.75 6.01 1.50 23.48 7.14 1.50

33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 22.75 6.01 1.50 23.48 7.14 1.50

34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX22.75 6.01 1.50 23.48 7.14 1.50

35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 44.24 6.21 1.50 49.29 7.14 1.50

36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 44.24 6.21 1.50 49.29 7.14 1.50

37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 44.24 6.21 1.50 49.29 7.14 1.50

38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 44.24 6.21 1.50 49.29 7.14 1.50

39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 9.06 5.57 1.50 9.44 7.08 1.50

40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 9.06 5.57 1.50 9.44 7.08 1.50

41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 9.06 5.57 1.50 9.44 7.08 1.50

42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ 9.06 5.57 1.50 9.44 7.08 1.50

43 - Dead + DL + PT 80.39 6.97 1.50 95.64 8.13 1.50

44 - Dead + DL + PT + 0.6WLX 30.01 5.49 1.50 94.29 8.02 1.50

45 - Dead + DL + PT + -0.6WLX 87.18 7.30 1.50 96.99 8.24 1.50

46 - Dead + DL + PT + 0.6WLZ 6.34 7.14 1.50 7.12 8.20 1.50

47 - Dead + DL + PT + -0.6WLZ 8.00 5.66 1.50 8.39 8.06 1.50

Page 101: Design Calculation for Pipe Supports

Page 34 of 133

DETAIL REPORT FOR F2 & F3

FOOTING DESIGN INFORMATION

X Dim (mm) 1900.00

Z Dim (mm) 2000.00

Thickness (mm) 400.00

Top Steel

Governing No of Bar Bar Area Area Moment Direction

Combination Bars Size Spac Prov Req

(mm) (mm) (sq cm/m) (sq cm/m) (kN m/m)

26. 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ13 12 150 7.35 0.09 -1 X

4. 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 12 12 150 7.14 0.71 -9 Z

Bottom Steel

Governing No of Bar Bar Area Area Moment Direction

Combination Bars Size Spac Prov Req

(mm) (mm) (sq cm/m) (sq cm/m) (kN m/m)

5. 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 13 12 150 7.35 7.2 5 X

26. 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ12 12 150 7.14 7.2 10 Z

PUNCHING SHEAR

P1

Control Net Ult Punch. All Rem

Comb Load Stress Stress

(kN) (N/sq mm) (N/sq mm)

26. 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ16.87 0.02 0.49

Page 102: Design Calculation for Pipe Supports

Page 35 of 133

DETAIL REPORT FOR F2 & F3

MAXIMUM SHEAR - X DIRECTION

Load Left Max Shear All Rem

Comb Dist Shear Stress Stress

(m) (kN) (N/sq mm) (N/sq mm)

1 - 1.4Dead + 1.4DL + 1.4PE 1.48 -13.30 0.02 0.50

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 1.48 -12.21 0.02 0.50

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 1.48 -14.40 0.02 0.50

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 1.48 -8.86 0.02 0.50

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 1.48 -17.74 0.03 0.50

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 1.48 -15.31 0.03 0.50

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 1.48 -15.31 0.03 0.50

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 1.48 -15.31 0.03 0.50

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 1.48 -15.31 0.03 0.50

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL1.48 -15.31 0.03 0.50

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX1.48 -12.18 0.02 0.50

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX1.48 -12.18 0.02 0.50

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX1.48 -12.18 0.02 0.50

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX1.48 -12.18 0.02 0.50

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX1.48 -14.06 0.02 0.50

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX1.48 -14.06 0.02 0.50

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX1.48 -14.06 0.02 0.50

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX1.48 -14.06 0.02 0.50

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ1.48 -9.32 0.02 0.50

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ1.48 -9.32 0.02 0.50

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ1.48 -9.32 0.02 0.50

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ1.48 -9.32 0.02 0.50

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ1.48 -16.92 0.03 0.50

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ1.48 -16.92 0.03 0.50

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ1.48 -16.92 0.03 0.50

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ1.48 -16.92 0.03 0.50

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX1.48 -12.88 0.02 0.50

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX1.48 -12.88 0.02 0.50

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX1.48 -12.88 0.02 0.50

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX1.48 -12.88 0.02 0.50

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX1.48 -13.36 0.02 0.50

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX1.48 -13.36 0.02 0.50

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX1.48 -13.36 0.02 0.50

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX1.48 -13.36 0.02 0.50

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ1.48 -12.26 0.02 0.50

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ1.48 -12.26 0.02 0.50

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ1.48 -12.26 0.02 0.50

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ1.48 -12.26 0.02 0.50

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ1.48 -13.98 0.02 0.50

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ1.48 -13.98 0.02 0.50

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ1.48 -13.98 0.02 0.50

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ1.48 -13.98 0.02 0.50

43 - 1.4Dead + 1.4DL + 1.4PT 1.48 -13.08 0.02 0.50

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 1.48 -10.64 0.02 0.50

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 1.48 -11.77 0.02 0.50

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 1.48 -8.93 0.02 0.50

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 1.48 -13.49 0.02 0.50

Page 103: Design Calculation for Pipe Supports

Page 36 of 133

DETAIL REPORT FOR F2 & F3

MAXIMUM SHEAR - Z DIRECTION

Load Bottom Max Shear All Rem

Comb Dist Shear Stress Stress

(m) (kN) (N/sq mm) (N/sq mm)

1 - 1.4Dead + 1.4DL + 1.4PE 0.23 5.28 0.01 0.49

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.23 3.48 0.01 0.49

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.23 7.07 0.01 0.49

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 1.28 21.58 0.04 0.49

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 1.28 -22.83 0.04 0.49

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 1.28 -6.23 0.01 0.49

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 1.28 -6.23 0.01 0.49

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 1.28 -6.23 0.01 0.49

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 1.28 -6.23 0.01 0.49

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL1.28 -6.23 0.01 0.49

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX1.28 -4.78 0.01 0.49

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX1.28 -4.78 0.01 0.49

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX1.28 -4.78 0.01 0.49

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX1.28 -4.78 0.01 0.49

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX1.28 -5.90 0.01 0.49

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX1.28 -5.90 0.01 0.49

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX1.28 -5.90 0.01 0.49

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX1.28 -5.90 0.01 0.49

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ1.28 13.70 0.02 0.49

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ1.28 13.70 0.02 0.49

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ1.28 13.70 0.02 0.49

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ1.28 13.70 0.02 0.49

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ1.28 -24.38 0.04 0.49

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ1.28 -24.38 0.04 0.49

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ1.28 -24.38 0.04 0.49

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ1.28 -24.38 0.04 0.49

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX1.28 -5.21 0.01 0.49

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX1.28 -5.21 0.01 0.49

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX1.28 -5.21 0.01 0.49

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX1.28 -5.21 0.01 0.49

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX1.28 -5.47 0.01 0.49

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX1.28 -5.47 0.01 0.49

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX1.28 -5.47 0.01 0.49

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX1.28 -5.47 0.01 0.49

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ0.23 5.39 0.01 0.49

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ0.23 5.39 0.01 0.49

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ0.23 5.39 0.01 0.49

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ0.23 5.39 0.01 0.49

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ1.28 -11.85 0.02 0.49

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ1.28 -11.85 0.02 0.49

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ1.28 -11.85 0.02 0.49

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ1.28 -11.85 0.02 0.49

43 - 1.4Dead + 1.4DL + 1.4PT 0.23 5.26 0.01 0.49

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.23 3.58 0.01 0.49

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.23 5.43 0.01 0.49

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 1.28 10.84 0.02 0.49

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 1.28 -12.00 0.02 0.49

Page 104: Design Calculation for Pipe Supports

Page 37 of 133

DETAIL REPORT FOR F2 & F3

PIER/BASE PLATE DESIGN INFORMATION

P1

X Dim (mm) 750.00

Z Dim (mm) 750.00

Height above grade (mm) 300.00

X Offset (mm) 800.00

Z Offset (mm) 600.00

Requested Reinft. Ratio 0.0018

Provided Reinft. Ratio 0.0043

Long Bar Size (mm) 16

Bars in X Dir 4

Bars in Z Dir 4

Total Long Bars 12

Tie Bar Size (mm) 12

Total No. of Ties 9

Major Tie Spacing (mm) 150

Page 105: Design Calculation for Pipe Supports

Page 38 of 133

DETAIL REPORT FOR F2 & F3

PIER ULTIMATE LOAD CAPACITIES

P1

Load Axial Axial Mom X Mom X Mom Z Mom Z Rem

Comb Load Capa. Capa Capa

(kN) (kN) (kN m) (kN m) (kN m) (kN m)

1 - 1.4Dead + 1.4DL + 1.4PE 20.61 20.81 1.20 31.68 13.83 365.46

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 12.87 13.00 1.20 31.65 13.83 365.46

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 28.34 1623.96 1.20 68.72 13.83 790.30

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 20.05 20.25 24.64 359.58 5.96 85.02

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 21.16 21.38 22.24 204.81 21.70 197.32

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 21.53 21.74 4.64 98.11 16.63 357.90

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 21.53 21.74 4.64 98.11 16.63 357.90

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL21.53 21.74 4.64 98.11 16.63 357.90

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL21.53 21.74 4.64 98.11 16.63 357.90

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL21.53 21.74 4.64 98.11 16.63 357.90

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX11.82 11.94 3.98 98.14 14.26 357.89

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX11.82 11.94 3.98 98.14 14.26 357.89

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX11.82 11.94 3.98 98.14 14.26 357.89

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX11.82 11.94 3.98 98.14 14.26 357.89

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX25.08 1180.80 3.98 186.85 14.26 666.05

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX25.08 1180.80 3.98 186.85 14.26 666.05

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX25.08 1180.80 3.98 186.85 14.26 666.05

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX25.08 1180.80 3.98 186.85 14.26 666.05

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ17.97 18.15 16.11 349.09 7.51 161.45

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ17.97 18.15 16.11 349.09 7.51 161.45

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ17.97 18.15 16.11 349.09 7.51 161.45

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ17.97 18.15 16.11 349.09 7.51 161.45

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ18.93 19.12 24.07 292.05 21.00 258.01

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ18.93 19.12 24.07 292.05 21.00 258.01

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ18.93 19.12 24.07 292.05 21.00 258.01

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ18.93 19.12 24.07 292.05 21.00 258.01

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX16.75 16.91 3.99 98.33 14.25 357.84

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX16.75 16.91 3.99 98.33 14.25 357.84

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX16.75 16.91 3.99 98.33 14.25 357.84

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX16.75 16.91 3.99 98.33 14.25 357.84

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX20.16 20.36 3.97 97.76 14.26 357.94

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX20.16 20.36 3.97 97.76 14.26 357.94

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX20.16 20.36 3.97 97.76 14.26 357.94

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX20.16 20.36 3.97 97.76 14.26 357.94

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ18.17 18.35 2.88 78.78 12.79 361.05

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ18.17 18.35 2.88 78.78 12.79 361.05

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ18.17 18.35 2.88 78.78 12.79 361.05

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ18.17 18.35 2.88 78.78 12.79 361.05

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ18.74 18.92 10.84 214.58 15.73 317.97

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ18.74 18.92 10.84 214.58 15.73 317.97

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ18.74 18.92 10.84 214.58 15.73 317.97

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ18.74 18.92 10.84 214.58 15.73 317.97

43 - 1.4Dead + 1.4DL + 1.4PT 20.62 20.83 1.15 30.98 13.53 365.49

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 13.70 13.84 0.98 30.96 11.59 365.49

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 21.66 21.87 0.98 31.00 11.60 365.49

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 17.39 17.57 13.04 328.74 7.55 186.01

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 17.96 18.14 11.07 217.92 15.64 315.98

Page 106: Design Calculation for Pipe Supports

Page 39 of 133

DETAIL REPORT FOR F2 & F3

Page 107: Design Calculation for Pipe Supports

Page 40 of 133

DETAIL REPORT FOR F2 & F3

SELF WEIGHTS AND APPLIED EXTERNAL LOAD

No. Load Combination Load Elem Soil Mat App Axial Tot Axial Buoyant

Weight Weight Weight Load Load Load

kN kN kN kN kN kN

1 Dead + DL + PE 14.85 46.62 36.48 -0.13 97.82 0

2 Dead + DL + PE + WLX 14.85 46.62 36.48 -5.66 92.29 0

3 Dead + DL + PE + -1WLX 14.85 46.62 36.48 5.4 103.35 0

4 Dead + DL + PE + WLZ 14.85 46.62 36.48 -0.53 97.42 0

5 Dead + DL + PE + -1WLZ 14.85 46.62 36.48 0.27 98.22 0

6 Dead + DL + LL + PO 14.85 46.62 36.48 0.53 98.48 0

7 Dead + DL + LL + PO + FLT + FLL 14.85 46.62 36.48 0.53 98.48 0

8 Dead + DL + LL + PO + -1FLT + FLL 14.85 46.62 36.48 0.53 98.48 0

9 Dead + DL + LL + PO + FLT + -1FLL 14.85 46.62 36.48 0.53 98.48 0

10 Dead + DL + LL + PO + -1FLT + -1FLL 14.85 46.62 36.48 0.53 98.48 0

11 Dead + DL + LL + PO + FLT + FLL + WLX14.85 46.62 36.48 -5 92.95 0

12 Dead + DL + LL + PO + -1FLT + FLL + WLX14.85 46.62 36.48 -5 92.95 0

13 Dead + DL + LL + PO + FLT + -1FLL + WLX14.85 46.62 36.48 -5 92.95 0

14 Dead + DL + LL + PO + -1FLT + -1FLL + WLX14.85 46.62 36.48 -5 92.95 0

15 Dead + DL + LL + PO + FLT + FLL + -1WLX14.85 46.62 36.48 6.05 104 0

16 Dead + DL + LL + PO + -1FLT + FLL + -1WLX14.85 46.62 36.48 6.05 104 0

17 Dead + DL + LL + PO + FLT + -1FLL + -1WLX14.85 46.62 36.48 6.05 104 0

18 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX14.85 46.62 36.48 6.05 104 0

19 Dead + DL + LL + PO + FLT + FLL + WLZ14.85 46.62 36.48 0.13 98.08 0

20 Dead + DL + LL + PO + -1FLT + FLL + WLZ14.85 46.62 36.48 0.13 98.08 0

21 Dead + DL + LL + PO + FLT + -1FLL + WLZ14.85 46.62 36.48 0.13 98.08 0

22 Dead + DL + LL + PO + -1FLT + -1FLL + WLZ14.85 46.62 36.48 0.13 98.08 0

23 Dead + DL + LL + PO + FLT + FLL + -1WLZ14.85 46.62 36.48 0.92 98.87 0

24 Dead + DL + LL + PO + -1FLT + FLL + -1WLZ14.85 46.62 36.48 0.92 98.87 0

25 Dead + DL + LL + PO + FLT + -1FLL + -1WLZ14.85 46.62 36.48 0.92 98.87 0

26 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ14.85 46.62 36.48 0.92 98.87 0

27 Dead + DL + LL + PO + FLT + FLL + 0.715EQX14.85 46.62 36.48 -0.69 97.26 0

28 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX14.85 46.62 36.48 -0.69 97.26 0

29 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX14.85 46.62 36.48 -0.69 97.26 0

30 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX14.85 46.62 36.48 -0.69 97.26 0

31 Dead + DL + LL + PO + FLT + FLL + -0.715EQX14.85 46.62 36.48 1.75 99.7 0

32 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX14.85 46.62 36.48 1.75 99.7 0

33 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX14.85 46.62 36.48 1.75 99.7 0

34 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX14.85 46.62 36.48 1.75 99.7 0

35 Dead + DL + LL + PO + FLT + FLL + 0.715EQZ14.85 46.62 36.48 0.32 98.27 0

36 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ14.85 46.62 36.48 0.32 98.27 0

37 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ14.85 46.62 36.48 0.32 98.27 0

38 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ14.85 46.62 36.48 0.32 98.27 0

39 Dead + DL + LL + PO + FLT + FLL + -0.715EQZ14.85 46.62 36.48 0.73 98.68 0

40 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ14.85 46.62 36.48 0.73 98.68 0

41 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ14.85 46.62 36.48 0.73 98.68 0

42 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ14.85 46.62 36.48 0.73 98.68 0

43 Dead + DL + PT 14.85 46.62 36.48 -0.12 97.83 0

44 Dead + DL + PT + 0.6WLX 14.85 46.62 36.48 -3.43 94.52 0

45 Dead + DL + PT + -0.6WLX 14.85 46.62 36.48 3.2 101.15 0

46 Dead + DL + PT + 0.6WLZ 14.85 46.62 36.48 -0.36 97.59 0

47 Dead + DL + PT + -0.6WLZ 14.85 46.62 36.48 0.12 98.07 0

Page 108: Design Calculation for Pipe Supports

Page 41 of 133

DETAIL REPORT FOR F2 & F3SOIL BEARING RESULTS - LINEAR SOIL PRESSURE METHOD

No. Load Combination Max Min X Comp Z Comp Area in % in

Bearing Bearing Len Len Comp Comp

kN/sq m kN/sq m m m sq m

1 Dead + DL + PE 40.718 10.766 4.112 7.313 3.8 100

2 Dead + DL + PE + WLX 38.205 10.37 3.595 9.997 3.8 100

3 Dead + DL + PE + -1WLX 43.231 11.162 4.71 5.911 3.8 100

4 Dead + DL + PE + WLZ 53.875 0 10.759 2.294 3.772 99.257

5 Dead + DL + PE + -1WLZ 52.256 0 3.527 4.237 3.799 99.977

6 Dead + DL + LL + PO 38.553 13.276 3.225 30.1 3.8 100

7 Dead + DL + LL + PO + FLT + FLL 38.553 13.276 3.225 30.1 3.8 100

8 Dead + DL + LL + PO + -1FLT + FLL 38.553 13.276 3.225 30.1 3.8 100

9 Dead + DL + LL + PO + FLT + -1FLL 38.553 13.276 3.225 30.1 3.8 100

10 Dead + DL + LL + PO + -1FLT + -1FLL 38.553 13.276 3.225 30.1 3.8 100

11 Dead + DL + LL + PO + FLT + FLL + WLX36.971 11.95 2.916 79.454 3.8 100

12 Dead + DL + LL + PO + -1FLT + FLL + WLX36.971 11.95 2.916 79.454 3.8 100

13 Dead + DL + LL + PO + FLT + -1FLL + WLX36.971 11.95 2.916 79.454 3.8 100

14 Dead + DL + LL + PO + -1FLT + -1FLL + WLX36.971 11.95 2.916 79.454 3.8 100

15 Dead + DL + LL + PO + FLT + FLL + -1WLX41.066 13.672 3.656 13.567 3.8 100

16 Dead + DL + LL + PO + -1FLT + FLL + -1WLX41.066 13.672 3.656 13.567 3.8 100

17 Dead + DL + LL + PO + FLT + -1FLL + -1WLX41.066 13.672 3.656 13.567 3.8 100

18 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX41.066 13.672 3.656 13.567 3.8 100

19 Dead + DL + LL + PO + FLT + FLL + WLZ51.68 0 7.34 2.694 3.8 100

20 Dead + DL + LL + PO + -1FLT + FLL + WLZ51.68 0 7.34 2.694 3.8 100

21 Dead + DL + LL + PO + FLT + -1FLL + WLZ51.68 0 7.34 2.694 3.8 100

22 Dead + DL + LL + PO + -1FLT + -1FLL + WLZ51.68 0 7.34 2.694 3.8 100

23 Dead + DL + LL + PO + FLT + FLL + -1WLZ58.89 0 3.461 3.514 3.722 97.939

24 Dead + DL + LL + PO + -1FLT + FLL + -1WLZ58.89 0 3.461 3.514 3.722 97.939

25 Dead + DL + LL + PO + FLT + -1FLL + -1WLZ58.89 0 3.461 3.514 3.722 97.939

26 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ58.89 0 3.461 3.514 3.722 97.939

27 Dead + DL + LL + PO + FLT + FLL + 0.715EQX37.987 13.201 3.136 42.886 3.8 100

28 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX37.987 13.201 3.136 42.886 3.8 100

29 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX37.987 13.201 3.136 42.886 3.8 100

30 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX37.987 13.201 3.136 42.886 3.8 100

31 Dead + DL + LL + PO + FLT + FLL + -0.715EQX39.12 13.352 3.316 23.342 3.8 100

32 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX39.12 13.352 3.316 23.342 3.8 100

33 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX39.12 13.352 3.316 23.342 3.8 100

34 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX39.12 13.352 3.316 23.342 3.8 100

35 Dead + DL + LL + PO + FLT + FLL + 0.715EQZ42.848 8.873 3.879 6.598 3.8 100

36 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ42.848 8.873 3.879 6.598 3.8 100

37 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ42.848 8.873 3.879 6.598 3.8 100

38 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ42.848 8.873 3.879 6.598 3.8 100

39 Dead + DL + LL + PO + FLT + FLL + -0.715EQZ42.123 9.814 3.274 10.712 3.8 100

40 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ42.123 9.814 3.274 10.712 3.8 100

41 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ42.123 9.814 3.274 10.712 3.8 100

42 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ42.123 9.814 3.274 10.712 3.8 100

43 Dead + DL + PT 40.436 11.054 4.194 7.31 3.8 100

44 Dead + DL + PT + 0.6WLX 38.929 10.817 3.864 8.682 3.8 100

45 Dead + DL + PT + -0.6WLX 41.944 11.292 4.556 6.375 3.8 100

46 Dead + DL + PT + 0.6WLZ 48.313 3.052 7.219 2.969 3.8 100

47 Dead + DL + PT + -0.6WLZ 42.977 8.639 3.414 8.251 3.8 100

BEARING PRESSURE CALCULATION FOR UNFACTORED LOAD COMBINATION 26

Eccentricity condition: Biaxial eccentricity

Eccentricity - Z direction = Ecc,z = 212.911 mm

Eccentricity - X direction = Ecc,x = 195.045 mm

Total Axial Load = P = 98.87 kN

Footing length = Lx = 1.9 m

Footing width = Lz = 2 m

Mat Area A = Lx * Lz = 3.8 sq m

Soil overburden = S = 21.6 kN/sq m

Gross bearing pressure = Gbp = Solved by trial and error method 58.89 kN/sq m

Net soil bearing = Nbp = Gbp - S = 37.29 kN/sq m

Page 109: Design Calculation for Pipe Supports

Page 42 of 133

DETAIL REPORT FOR F2 & F3STABILITY RATIO CALCULATIONS

No. Load Combination Overturn Resist SRx Overturn Resist SRz

Mom - X Mom - X Mom - Z Mom - Z

kNm kNm kNm kNm

1 Dead + DL + PE 13.833 94.225 6.812 1.244 95.25 76.592

2 Dead + DL + PE + WLX 19.911 94.225 4.732 4.559 95.25 20.894

3 Dead + DL + PE + -1WLX 13.691 100.161 7.316 1.166 98.488 84.466

4 Dead + DL + PE + WLZ 14.065 99.697 7.088 24.315 95.25 3.917

5 Dead + DL + PE + -1WLZ 19.207 94.359 4.913 21.684 101.04 4.66

6 Dead + DL + LL + PO 15.974 94.644 5.925 4.542 101.4 22.325

7 Dead + DL + LL + PO + FLT + FLL 15.974 94.644 5.925 4.542 101.4 22.325

8 Dead + DL + LL + PO + -1FLT + FLL 15.974 94.644 5.925 4.542 101.4 22.325

9 Dead + DL + LL + PO + FLT + -1FLL 15.974 94.644 5.925 4.542 101.4 22.325

10 Dead + DL + LL + PO + -1FLT + -1FLL 15.974 94.644 5.925 4.542 101.4 22.325

11 Dead + DL + LL + PO + FLT + FLL + WLX21.473 94.065 4.381 11.543 100.663 8.72

12 Dead + DL + LL + PO + -1FLT + FLL + WLX21.473 94.065 4.381 11.543 100.663 8.72

13 Dead + DL + LL + PO + FLT + -1FLL + WLX21.473 94.065 4.381 11.543 100.663 8.72

14 Dead + DL + LL + PO + -1FLT + -1FLL + WLX21.473 94.065 4.381 11.543 100.663 8.72

15 Dead + DL + LL + PO + FLT + FLL + -1WLX15.975 100.723 6.305 4.542 109.139 24.029

16 Dead + DL + LL + PO + -1FLT + FLL + -1WLX15.975 100.723 6.305 4.542 109.139 24.029

17 Dead + DL + LL + PO + FLT + -1FLL + -1WLX15.975 100.723 6.305 4.542 109.139 24.029

18 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX15.975 100.723 6.305 4.542 109.139 24.029

19 Dead + DL + LL + PO + FLT + FLL + WLZ15.141 99.051 6.542 18.305 95.327 5.208

20 Dead + DL + LL + PO + -1FLT + FLL + WLZ15.141 99.051 6.542 18.305 95.327 5.208

21 Dead + DL + LL + PO + FLT + -1FLL + WLZ15.141 99.051 6.542 18.305 95.327 5.208

22 Dead + DL + LL + PO + -1FLT + -1FLL + WLZ15.141 99.051 6.542 18.305 95.327 5.208

23 Dead + DL + LL + PO + FLT + FLL + -1WLZ21.651 95.081 4.392 27.381 101.964 3.724

24 Dead + DL + LL + PO + -1FLT + FLL + -1WLZ21.651 95.081 4.392 27.381 101.964 3.724

25 Dead + DL + LL + PO + FLT + -1FLL + -1WLZ21.651 95.081 4.392 27.381 101.964 3.724

26 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ21.651 95.081 4.392 27.381 101.964 3.724

27 Dead + DL + LL + PO + FLT + FLL + 0.715EQX16.734 94.065 5.621 5.523 100.661 18.226

28 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX16.734 94.065 5.621 5.523 100.661 18.226

29 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX16.734 94.065 5.621 5.523 100.661 18.226

30 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX16.734 94.065 5.621 5.523 100.661 18.226

31 Dead + DL + LL + PO + FLT + FLL + -0.715EQX15.976 95.985 6.008 4.532 103.111 22.75

32 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX15.976 95.985 6.008 4.532 103.111 22.75

33 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX15.976 95.985 6.008 4.532 103.111 22.75

34 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX15.976 95.985 6.008 4.532 103.111 22.75

35 Dead + DL + LL + PO + FLT + FLL + 0.715EQZ15.27 94.786 6.207 2.157 95.443 44.243

36 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ15.27 94.786 6.207 2.157 95.443 44.243

37 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ15.27 94.786 6.207 2.157 95.443 44.243

38 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ15.27 94.786 6.207 2.157 95.443 44.243

39 Dead + DL + LL + PO + FLT + FLL + -0.715EQZ17.044 94.869 5.566 11.23 101.69 9.055

40 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ17.044 94.869 5.566 11.23 101.69 9.055

41 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ17.044 94.869 5.566 11.23 101.69 9.055

42 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ17.044 94.869 5.566 11.23 101.69 9.055

43 Dead + DL + PT 13.514 94.218 6.972 1.185 95.25 80.393

44 Dead + DL + PT + 0.6WLX 17.161 94.218 5.49 3.174 95.25 30.01

45 Dead + DL + PT + -0.6WLX 13.385 97.736 7.302 1.115 97.169 87.178

46 Dead + DL + PT + 0.6WLZ 13.654 97.501 7.141 15.028 95.25 6.338

47 Dead + DL + PT + -0.6WLZ 16.638 94.198 5.662 12.599 100.833 8.003

Note: Stability ratio values greater than 100 are displayed as 100.

Page 110: Design Calculation for Pipe Supports

Page 43 of 133

DETAIL REPORT FOR F2 & F3SLIDING RESISTANCE CALCULATION - X DIRECTION - UNFACTORED LOAD COMBINATION 26

Effective footing width = Lz = 2 m

Effective footing length = Lx = 1.9 m

Footing thickness = h = 0.4 m

Soil cover = h1 = 0.8 m

Soil unit weight = Y = 18 kN/cu m

Passive Pressure at the p1 = Yh1 = 14.4 kN/sq m

top of the base

Passive Pressure at the p2 = Y(h + h1) = 21.6 kN/sq m

bottom of the base

Passive resistance R1 = 0.5*Lz*h*(p1+p2) = 14.4 kN

Passive pressure coeff. Kp = 3

Friction coeff. u = 0.3

Total Axial Load P = 98.87 kN

Total Passive resistance R2 = R1*Kp = 43.2 kN

Friction resistance R3 = u*P = 29.661 kN

Total lateral resistance R = R2+R3 = 72.861 kN

Total applied lateral load S = 10.368 kN

Sliding Factor of Safety FS,slid = R/S = 7.027

Note: Sliding factor of safety value greater than 100 is displayed as 100.

SLIDING RESISTANCE CALCULATION - Z DIRECTION - UNFACTORED LOAD COMBINATION 26

Effective footing width = Lx = 1.9 m

Effective footing length = Lz = 2 m

Footing thickness = h = 0.4 m

Soil cover = h1 = 0.8 m

Soil unit weight = Y = 18 kN/cu m

Passive Pressure at the p1 = Yh1 = 14.4 kN/sq m

top of the base

Passive Pressure at the p2 = Y(h + h1) = 21.6 kN/sq m

bottom of the base

Passive resistance R1 = 0.5*Lx*h*(p1+p2) = 13.68 kN

Passive pressure coeff. Kp = 3

Friction coeff. u = 0.3

Total Axial Load P = 98.87 kN

Total Passive resistance R2 = R1*Kp = 41.04 kN

Friction resistance R3 = u*P = 29.661 kN

Total lateral resistance R = R2+R3 = 70.701 kN

Total applied lateral load S = 18.254 kN

Sliding Factor of Safety FS,slid = R/S = 3.873

Note: Sliding factor of safety value greater than 100 is displayed as 100.

FACTORED LOADS - SOIL BEARING VALUES

No. Load Combination Max X Min X Max Z Min Z

Bearing Bearing Bearing Bearing

kN/sq m kN/sq m kN/sq m kN/sq m

1 1.4Dead + 1.4DL + 1.4PE 49.21 22.867 43.834 28.244

2 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 48.137 19.868 39.353 28.652

3 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 50.283 25.866 48.314 27.835

4 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 42.527 29.256 68.747 3.036

5 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 55.893 16.478 53.451 18.92

6 1.4Dead + 1.4DL + 1.6LL + 1.4PO 52.181 20.38 38.074 34.487

7 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL52.181 20.38 38.074 34.487

8 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL52.181 20.38 38.074 34.487

9 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL52.181 20.38 38.074 34.487

10 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL52.181 20.38 38.074 34.487

11 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX43.807 14.898 29.911 28.794

12 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX43.807 14.898 29.911 28.794

13 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX43.807 14.898 29.911 28.794

14 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX43.807 14.898 29.911 28.794

15 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX45.647 20.039 36.475 29.211

16 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX45.647 20.039 36.475 29.211

17 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX45.647 20.039 36.475 29.211

18 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX45.647 20.039 36.475 29.211

19 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ38.999 22.945 53.989 7.955

20 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ38.999 22.945 53.989 7.955

21 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ38.999 22.945 53.989 7.955

22 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ38.999 22.945 53.989 7.955

23 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ50.455 11.992 51.167 11.28

24 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ50.455 11.992 51.167 11.28

25 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ50.455 11.992 51.167 11.28

26 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ50.455 11.992 51.167 11.28

27 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX44.487 16.81 31.633 29.664

28 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX44.487 16.81 31.633 29.664

29 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX44.487 16.81 31.633 29.664

Page 111: Design Calculation for Pipe Supports

Page 44 of 133

DETAIL REPORT FOR F2 & F330 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX44.487 16.81 31.633 29.664

31 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX44.967 18.127 33.636 29.457

32 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX44.967 18.127 33.636 29.457

33 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX44.967 18.127 33.636 29.457

34 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX44.967 18.127 33.636 29.457

35 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ43.443 18.602 39.851 22.194

36 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ43.443 18.602 39.851 22.194

37 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ43.443 18.602 39.851 22.194

38 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ43.443 18.602 39.851 22.194

39 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ46.011 16.335 36.927 25.419

40 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ46.011 16.335 36.927 25.419

41 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ46.011 16.335 36.927 25.419

42 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ46.011 16.335 36.927 25.419

43 1.4Dead + 1.4DL + 1.4PT 48.866 23.22 43.788 28.299

44 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 41.333 18.361 35.228 24.466

45 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 42.438 21.446 39.837 24.046

46 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 38.449 23.189 50.345 11.293

47 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 45.322 16.617 37.22 24.719

Page 112: Design Calculation for Pipe Supports

Page 45 of 133

DETAIL REPORT FOR F2 & F3BEAM SHEAR STRESS - X DIRECTION

No. Load Location Shear Shear Allowable Location Shear Shear Allowable

Combination Crit Sect Crit Sect Stress Stress Near Supp Near Supp Stress Stress

m kN N/sq mm N/sq mm m kN N/sq mm N/sq mm

1 1.4Dead + 1.4DL + 1.4PE 1.475 -13.301 0.022 0.497 1.475 -13.301 0.022 0.497

2 1.4Dead + 1.4DL + 1.4PE + 1.4WLX1.475 -12.205 0.02 0.497 1.475 -12.205 0.02 0.497

3 1.4Dead + 1.4DL + 1.4PE + -1.4WLX1.475 -14.396 0.024 0.497 1.475 -14.396 0.024 0.497

4 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ1.475 -8.863 0.015 0.497 1.475 -8.863 0.015 0.497

5 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ1.475 -17.738 0.03 0.497 1.475 -17.738 0.03 0.497

6 1.4Dead + 1.4DL + 1.6LL + 1.4PO1.475 -15.308 0.026 0.497 1.475 -15.308 0.026 0.497

7 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL1.475 -15.308 0.026 0.497 1.475 -15.308 0.026 0.497

8 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL1.475 -15.308 0.026 0.497 1.475 -15.308 0.026 0.497

9 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL1.475 -15.308 0.026 0.497 1.475 -15.308 0.026 0.497

10 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL1.475 -15.308 0.026 0.497 1.475 -15.308 0.026 0.497

11 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX1.475 -12.182 0.02 0.497 1.475 -12.182 0.02 0.497

12 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX1.475 -12.182 0.02 0.497 1.475 -12.182 0.02 0.497

13 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX1.475 -12.182 0.02 0.497 1.475 -12.182 0.02 0.497

14 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX1.475 -12.182 0.02 0.497 1.475 -12.182 0.02 0.497

15 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX1.475 -14.06 0.023 0.497 1.475 -14.06 0.023 0.497

16 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX1.475 -14.06 0.023 0.497 1.475 -14.06 0.023 0.497

17 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX1.475 -14.06 0.023 0.497 1.475 -14.06 0.023 0.497

18 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX1.475 -14.06 0.023 0.497 1.475 -14.06 0.023 0.497

19 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ1.475 -9.317 0.016 0.497 1.475 -9.317 0.016 0.497

20 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ1.475 -9.317 0.016 0.497 1.475 -9.317 0.016 0.497

21 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ1.475 -9.317 0.016 0.497 1.475 -9.317 0.016 0.497

22 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ1.475 -9.317 0.016 0.497 1.475 -9.317 0.016 0.497

23 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ1.475 -16.924 0.028 0.497 1.475 -16.924 0.028 0.497

24 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ1.475 -16.924 0.028 0.497 1.475 -16.924 0.028 0.497

25 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ1.475 -16.924 0.028 0.497 1.475 -16.924 0.028 0.497

26 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ1.475 -16.924 0.028 0.497 1.475 -16.924 0.028 0.497

27 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX1.475 -12.877 0.021 0.497 1.475 -12.877 0.021 0.497

28 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX1.475 -12.877 0.021 0.497 1.475 -12.877 0.021 0.497

29 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX1.475 -12.877 0.021 0.497 1.475 -12.877 0.021 0.497

30 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX1.475 -12.877 0.021 0.497 1.475 -12.877 0.021 0.497

31 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX1.475 -13.364 0.022 0.497 1.475 -13.364 0.022 0.497

32 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX1.475 -13.364 0.022 0.497 1.475 -13.364 0.022 0.497

33 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX1.475 -13.364 0.022 0.497 1.475 -13.364 0.022 0.497

34 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX1.475 -13.364 0.022 0.497 1.475 -13.364 0.022 0.497

35 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ1.475 -12.259 0.02 0.497 1.475 -12.259 0.02 0.497

36 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ1.475 -12.259 0.02 0.497 1.475 -12.259 0.02 0.497

37 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ1.475 -12.259 0.02 0.497 1.475 -12.259 0.02 0.497

38 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ1.475 -12.259 0.02 0.497 1.475 -12.259 0.02 0.497

39 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ1.475 -13.982 0.023 0.497 1.475 -13.982 0.023 0.497

40 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ1.475 -13.982 0.023 0.497 1.475 -13.982 0.023 0.497

41 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ1.475 -13.982 0.023 0.497 1.475 -13.982 0.023 0.497

42 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ1.475 -13.982 0.023 0.497 1.475 -13.982 0.023 0.497

43 1.4Dead + 1.4DL + 1.4PT 1.475 -13.075 0.022 0.497 1.475 -13.075 0.022 0.497

44 1.2Dead + 1.2DL + 1.2PT + 0.72WLX1.475 -10.644 0.018 0.497 1.475 -10.644 0.018 0.497

45 1.2Dead + 1.2DL + 1.2PT + -0.72WLX1.475 -11.771 0.02 0.497 1.475 -11.771 0.02 0.497

46 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ1.475 -8.925 0.015 0.497 1.475 -8.925 0.015 0.497

47 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ1.475 -13.489 0.022 0.497 1.475 -13.489 0.022 0.497

BEAM SHEAR STRESS - Z DIRECTION

No. Load Location Shear Shear Allowable Location Shear Shear Allowable

Combination Crit Sect Crit Sect Stress Stress Near Supp Near Supp Stress Stress

m kN N/sq mm N/sq mm m kN N/sq mm N/sq mm

1 1.4Dead + 1.4DL + 1.4PE 0.225 5.276 0.009 0.492 0.225 5.276 0.009 0.492

2 1.4Dead + 1.4DL + 1.4PE + 1.4WLX0.225 3.478 0.006 0.492 0.225 3.478 0.006 0.492

3 1.4Dead + 1.4DL + 1.4PE + -1.4WLX0.225 7.074 0.012 0.492 0.225 7.074 0.012 0.492

4 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ1.275 21.584 0.038 0.492 1.275 21.584 0.038 0.492

5 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ1.275 -22.834 0.04 0.492 1.275 -22.834 0.04 0.492

6 1.4Dead + 1.4DL + 1.6LL + 1.4PO1.275 -6.229 0.011 0.492 1.275 -6.229 0.011 0.492

7 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL1.275 -6.229 0.011 0.492 1.275 -6.229 0.011 0.492

8 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL1.275 -6.229 0.011 0.492 1.275 -6.229 0.011 0.492

9 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL1.275 -6.229 0.011 0.492 1.275 -6.229 0.011 0.492

10 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL1.275 -6.229 0.011 0.492 1.275 -6.229 0.011 0.492

11 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX1.275 -4.775 0.008 0.492 1.275 -4.775 0.008 0.492

12 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX1.275 -4.775 0.008 0.492 1.275 -4.775 0.008 0.492

13 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX1.275 -4.775 0.008 0.492 1.275 -4.775 0.008 0.492

14 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX1.275 -4.775 0.008 0.492 1.275 -4.775 0.008 0.492

15 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX1.275 -5.903 0.01 0.492 1.275 -5.903 0.01 0.492

16 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX1.275 -5.903 0.01 0.492 1.275 -5.903 0.01 0.492

17 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX1.275 -5.903 0.01 0.492 1.275 -5.903 0.01 0.492

Page 113: Design Calculation for Pipe Supports

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DETAIL REPORT FOR F2 & F318 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX1.275 -5.903 0.01 0.492 1.275 -5.903 0.01 0.492

19 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ1.275 13.697 0.024 0.492 1.275 13.697 0.024 0.492

20 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ1.275 13.697 0.024 0.492 1.275 13.697 0.024 0.492

21 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ1.275 13.697 0.024 0.492 1.275 13.697 0.024 0.492

22 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ1.275 13.697 0.024 0.492 1.275 13.697 0.024 0.492

23 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ1.275 -24.375 0.043 0.492 1.275 -24.375 0.043 0.492

24 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ1.275 -24.375 0.043 0.492 1.275 -24.375 0.043 0.492

25 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ1.275 -24.375 0.043 0.492 1.275 -24.375 0.043 0.492

26 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ1.275 -24.375 0.043 0.492 1.275 -24.375 0.043 0.492

27 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX1.275 -5.206 0.009 0.492 1.275 -5.206 0.009 0.492

28 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX1.275 -5.206 0.009 0.492 1.275 -5.206 0.009 0.492

29 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX1.275 -5.206 0.009 0.492 1.275 -5.206 0.009 0.492

30 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX1.275 -5.206 0.009 0.492 1.275 -5.206 0.009 0.492

31 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX1.275 -5.472 0.01 0.492 1.275 -5.472 0.01 0.492

32 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX1.275 -5.472 0.01 0.492 1.275 -5.472 0.01 0.492

33 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX1.275 -5.472 0.01 0.492 1.275 -5.472 0.01 0.492

34 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX1.275 -5.472 0.01 0.492 1.275 -5.472 0.01 0.492

35 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ0.225 5.393 0.009 0.492 0.225 5.393 0.009 0.492

36 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ0.225 5.393 0.009 0.492 0.225 5.393 0.009 0.492

37 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ0.225 5.393 0.009 0.492 0.225 5.393 0.009 0.492

38 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ0.225 5.393 0.009 0.492 0.225 5.393 0.009 0.492

39 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ1.275 -11.845 0.021 0.492 1.275 -11.845 0.021 0.492

40 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ1.275 -11.845 0.021 0.492 1.275 -11.845 0.021 0.492

41 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ1.275 -11.845 0.021 0.492 1.275 -11.845 0.021 0.492

42 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ1.275 -11.845 0.021 0.492 1.275 -11.845 0.021 0.492

43 1.4Dead + 1.4DL + 1.4PT 0.225 5.259 0.009 0.492 0.225 5.259 0.009 0.492

44 1.2Dead + 1.2DL + 1.2PT + 0.72WLX0.225 3.583 0.006 0.492 0.225 3.583 0.006 0.492

45 1.2Dead + 1.2DL + 1.2PT + -0.72WLX0.225 5.432 0.01 0.492 0.225 5.432 0.01 0.492

46 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ1.275 10.843 0.019 0.492 1.275 10.843 0.019 0.492

47 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ1.275 -12.001 0.021 0.492 1.275 -12.001 0.021 0.492

Page 114: Design Calculation for Pipe Supports

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DETAIL REPORT FOR F2 & F3ALLOWABLE BEAM SHEAR STRESS - X DIRECTION - FACTORED LOAD COMBINATION 1

AT A CRITICAL SECTION

Concrete comp strength = fc' = 40 N/sq mm

Approx effective depth = d = 300 mm

Footing width = Lz = 2 m

Footing thickness = Df = 0.4 m

Shear strength reduction factor = f = 0.8

Critical section location = l = 1.475 m

Footing steel area = As = 1470 sq mm

Footing steel ratio percent = Rw = 100*As/bvd = 0.245

Reinft partial safety factor = Ym = 1.25

Allowable shear stress = fvc = 0.79*((100*As/bv*d)^(1/3))*((400/d)^(1/4))*((fc'/25)^(1/3))/Ym = 0.497 N/sq mm

Note: Allowable shear stress with enhancement may apply depending on the shear section location.

Page 115: Design Calculation for Pipe Supports

Page 48 of 133

Dimensional Solutions Mat3D Version 5.8.0 Date 9/10/2012

Foundation Name F4 Time 1:55:36 PM

Designed By: LITWIN PEL Engineer MCA Checker VBE

Filename:

DETAIL REPORT FOR F4

PROJECT INFORMATION

Project Name: PWRI UPGRADE AT BAB CL-5, CL-15, CL-16

Project Number: P11452

Client: ADCO

Project Location ABU DHABI

Foundation Description F4

DESIGN CODE BSI 8110 - 1997 INPUT UNITS SI OUTPUT UNITS SI

CONCRETE PARAMETERS: REINFORCING STEEL PARAMETERS:

Compressive Strength (N/sq mm) 40 Yield Strength (N/sq mm) 460

Unit Weight (kN/cu m) 24 Unit Weight (kN/cu m) 78

Pier Concrete Cover - X Dir (mm) 75 Modulus of Elasticity (kN/sq mm) 200

Pier Concrete Cover - Z Dir (mm) 75 Pier Min Rebar Spacing (mm) 100

Footing Side Concrete Cover - X Dir (mm) 75 Footing Min Rebar Spacing (mm) 100

Footing Side Concrete Cover - Z Dir (mm) 75 Footing Max Rebar Spacing (mm) 300

Footing Top Concrete Cover (mm) 75

Footing Bottom Concrete Cover - X Dir (mm) 75

SOIL PARAMETERS: REBAR PARAMETERS:

Unit Weight (kN/cu m) 18 Max Long Bar Size 20

Allowable Net Bearing Capacity (kN/sq m) 150 Min Long Bar Size 16

Bearing Capacity Method Linear Soil Pressure Max Tie Bar Size 12

Soil Type Granular Min Tie Bar Size 10

Passive Pressure Coefficient Kp 3 Max Ftg Bar Size 25

Soil To Concrete Friction f 0.3 Min Ftg Bar Size 10

Allowable Increase in Soil Pressure due to Short Term Loads (%) Temp & Shrinkage Steel Ratio 0.0018

Wind 0 Earthquake 0 Test 0

Min Stability Ratio 1.5

Safety Factor against Lateral Forces 1.5

MINIMUM FOUNDATION CRITERIA: BUOYANCY CRITERIA:

Depth of Footing Below Grade (mm) 1200 Consider Buoyancy: No

Minimum Soil Cover (mm) 800 Consider soil for buoyancy: No

Grade Elevation (mm) 100.2 Water table below grade (mm) 3000

Page 116: Design Calculation for Pipe Supports

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DETAIL REPORT FOR F4

APPLIED LOADS

P1

Load Axial Shear X Mom Z Shear Z Mom X

Case (kN) (kN) (kN m) (kN) (kN m)

1 - Dead 0.00 0.00 0.00 0.00 0.00

2 - DL 0.00 4.72 0.00 0.00 0.00

3 - LL 0.00 0.00 0.00 0.00 0.00

4 - PE 0.94 6.61 0.00 0.00 0.00

5 - PO 2.08 6.93 -0.46 -2.21 0.00

6 - PT 0.88 6.18 0.00 0.00 0.00

7 - FLT 0.00 0.00 0.00 0.00 0.00

8 - FLL 0.00 0.00 0.00 0.00 0.00

9 - WLX -3.47 0.00 0.00 0.00 0.00

10 - WLZ 0.00 0.00 -3.68 -12.15 0.00

11 - EQX -1.23 0.00 0.00 0.00 0.00

12 - EQZ 0.00 0.00 -1.23 -5.94 0.00

Page 117: Design Calculation for Pipe Supports

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DETAIL REPORT FOR F4

UNFACTORED (ALLOWABLE) LOAD COMBINATIONS

P1

Load Axial Shear X Mom Z Shear Z Mom X

Comb (kN) (kN) (kN m) (kN) (kN m)

1 - Dead + DL + PE 0.94 11.33 0.00 0.00 0.00

2 - Dead + DL + PE + WLX -2.52 11.33 0.00 0.00 0.00

3 - Dead + DL + PE + -1WLX 4.41 11.33 0.00 0.00 0.00

4 - Dead + DL + PE + WLZ 0.94 11.33 -3.68 -12.15 0.00

5 - Dead + DL + PE + -1WLZ 0.94 11.33 3.68 12.15 0.00

6 - Dead + DL + LL + PO 2.08 11.65 -0.46 -2.21 0.00

7 - Dead + DL + LL + PO + FLT + FLL 2.08 11.65 -0.46 -2.21 0.00

8 - Dead + DL + LL + PO + -1FLT + FLL 2.08 11.65 -0.46 -2.21 0.00

9 - Dead + DL + LL + PO + FLT + -1FLL 2.08 11.65 -0.46 -2.21 0.00

10 - Dead + DL + LL + PO + -1FLT + -1FLL 2.08 11.65 -0.46 -2.21 0.00

11 - Dead + DL + LL + PO + FLT + FLL + WLX -1.39 11.65 -0.46 -2.21 0.00

12 - Dead + DL + LL + PO + -1FLT + FLL + WLX -1.39 11.65 -0.46 -2.21 0.00

13 - Dead + DL + LL + PO + FLT + -1FLL + WLX -1.39 11.65 -0.46 -2.21 0.00

14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX -1.39 11.65 -0.46 -2.21 0.00

15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 5.54 11.65 -0.46 -2.21 0.00

16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 5.54 11.65 -0.46 -2.21 0.00

17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 5.54 11.65 -0.46 -2.21 0.00

18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 5.54 11.65 -0.46 -2.21 0.00

19 - Dead + DL + LL + PO + FLT + FLL + WLZ 2.08 11.65 -4.13 -14.36 0.00

20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 2.08 11.65 -4.13 -14.36 0.00

21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 2.08 11.65 -4.13 -14.36 0.00

22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 2.08 11.65 -4.13 -14.36 0.00

23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 2.08 11.65 3.22 9.94 0.00

24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 2.08 11.65 3.22 9.94 0.00

25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 2.08 11.65 3.22 9.94 0.00

26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 2.08 11.65 3.22 9.94 0.00

27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 1.19 11.65 -0.46 -2.21 0.00

28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 1.19 11.65 -0.46 -2.21 0.00

29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 1.19 11.65 -0.46 -2.21 0.00

30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX 1.19 11.65 -0.46 -2.21 0.00

31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 2.96 11.65 -0.46 -2.21 0.00

32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 2.96 11.65 -0.46 -2.21 0.00

33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 2.96 11.65 -0.46 -2.21 0.00

34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX 2.96 11.65 -0.46 -2.21 0.00

35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 2.08 11.65 -1.34 -6.46 0.00

36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 2.08 11.65 -1.34 -6.46 0.00

37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 2.08 11.65 -1.34 -6.46 0.00

38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 2.08 11.65 -1.34 -6.46 0.00

39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 2.08 11.65 0.42 2.04 0.00

40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 2.08 11.65 0.42 2.04 0.00

41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 2.08 11.65 0.42 2.04 0.00

42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ 2.08 11.65 0.42 2.04 0.00

43 - Dead + DL + PT 0.88 10.91 0.00 0.00 0.00

44 - Dead + DL + PT + 0.6WLX -1.20 10.91 0.00 0.00 0.00

45 - Dead + DL + PT + -0.6WLX 2.96 10.91 0.00 0.00 0.00

46 - Dead + DL + PT + 0.6WLZ 0.88 10.91 -2.21 -7.29 0.00

47 - Dead + DL + PT + -0.6WLZ 0.88 10.91 2.21 7.29 0.00

Page 118: Design Calculation for Pipe Supports

Page 51 of 133

DETAIL REPORT FOR F4

FACTORED (ULTIMATE) LOAD COMBINATIONS

P1

Load Axial Shear X Mom Z Shear Z Mom X

Comb (kN) (kN) (kN m) (kN) (kN m)

1 - 1.4Dead + 1.4DL + 1.4PE 1.32 15.86 0.00 0.00 0.00

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX -3.53 15.86 0.00 0.00 0.00

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 6.17 15.86 0.00 0.00 0.00

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 1.32 15.86 -5.15 -17.00 0.00

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 1.32 15.86 5.15 17.00 0.00

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 2.91 16.31 -0.64 -3.09 0.00

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 2.91 16.31 -0.64 -3.09 0.00

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 2.91 16.31 -0.64 -3.09 0.00

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 2.91 16.31 -0.64 -3.09 0.00

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL2.91 16.31 -0.64 -3.09 0.00

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX-1.67 13.98 -0.55 -2.65 0.00

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX-1.67 13.98 -0.55 -2.65 0.00

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX-1.67 13.98 -0.55 -2.65 0.00

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX-1.67 13.98 -0.55 -2.65 0.00

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX6.65 13.98 -0.55 -2.65 0.00

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX6.65 13.98 -0.55 -2.65 0.00

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX6.65 13.98 -0.55 -2.65 0.00

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX6.65 13.98 -0.55 -2.65 0.00

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ2.49 13.98 -4.96 -17.23 0.00

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ2.49 13.98 -4.96 -17.23 0.00

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ2.49 13.98 -4.96 -17.23 0.00

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ2.49 13.98 -4.96 -17.23 0.00

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ2.49 13.98 3.86 11.92 0.00

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ2.49 13.98 3.86 11.92 0.00

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ2.49 13.98 3.86 11.92 0.00

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ2.49 13.98 3.86 11.92 0.00

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX1.26 13.98 -0.55 -2.65 0.00

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX1.26 13.98 -0.55 -2.65 0.00

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX1.26 13.98 -0.55 -2.65 0.00

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX1.26 13.98 -0.55 -2.65 0.00

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX3.72 13.98 -0.55 -2.65 0.00

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX3.72 13.98 -0.55 -2.65 0.00

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX3.72 13.98 -0.55 -2.65 0.00

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX3.72 13.98 -0.55 -2.65 0.00

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ2.49 13.98 -1.78 -8.59 0.00

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ2.49 13.98 -1.78 -8.59 0.00

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ2.49 13.98 -1.78 -8.59 0.00

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ2.49 13.98 -1.78 -8.59 0.00

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ2.49 13.98 0.68 3.29 0.00

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ2.49 13.98 0.68 3.29 0.00

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ2.49 13.98 0.68 3.29 0.00

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ2.49 13.98 0.68 3.29 0.00

43 - 1.4Dead + 1.4DL + 1.4PT 1.23 15.27 0.00 0.00 0.00

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX -1.44 13.09 0.00 0.00 0.00

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 3.55 13.09 0.00 0.00 0.00

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 1.05 13.09 -2.65 -8.75 0.00

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 1.05 13.09 2.65 8.75 0.00

Page 119: Design Calculation for Pipe Supports

Page 52 of 133

DETAIL REPORT FOR F4

BEARING CAPACITY - LINEAR SOIL PRESSURE METHOD

Load Max All Ecc Ecc Moment Moment Rem

Comb Pressure Pressure Z Dir X Dir Z axis X axis

(kN/sq m) (kN/sq m) (cm) (cm) (kN-m) (kN-m)

1 - Dead + DL + PE 64.57 171.60 0.00 33.47 20.19 0.00

2 - Dead + DL + PE + WLX 61.17 171.60 0.00 33.68 19.15 0.00

3 - Dead + DL + PE + -1WLX 67.97 171.60 0.00 33.28 21.23 0.00

4 - Dead + DL + PE + WLZ 97.73 171.60 28.18 27.37 16.52 17.00

5 - Dead + DL + PE + -1WLZ 133.67 171.60 28.18 39.56 23.87 17.00

6 - Dead + DL + LL + PO 72.53 171.60 5.03 33.39 20.53 3.09

7 - Dead + DL + LL + PO + FLT + FLL 72.53 171.60 5.03 33.39 20.53 3.09

8 - Dead + DL + LL + PO + -1FLT + FLL 72.53 171.60 5.03 33.39 20.53 3.09

9 - Dead + DL + LL + PO + FLT + -1FLL 72.53 171.60 5.03 33.39 20.53 3.09

10 - Dead + DL + LL + PO + -1FLT + -1FLL 72.53 171.60 5.03 33.39 20.53 3.09

11 - Dead + DL + LL + PO + FLT + FLL + WLX 69.19 171.60 5.33 33.59 19.49 3.09

12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 69.19 171.60 5.33 33.59 19.49 3.09

13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 69.19 171.60 5.33 33.59 19.49 3.09

14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 69.19 171.60 5.33 33.59 19.49 3.09

15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 75.89 171.60 4.76 33.21 21.57 3.09

16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 75.89 171.60 4.76 33.21 21.57 3.09

17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 75.89 171.60 4.76 33.21 21.57 3.09

18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 75.89 171.60 4.76 33.21 21.57 3.09

19 - Dead + DL + LL + PO + FLT + FLL + WLZ 108.81 171.60 32.69 27.41 16.85 20.10

20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 108.81 171.60 32.69 27.41 16.85 20.10

21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 108.81 171.60 32.69 27.41 16.85 20.10

22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 108.81 171.60 32.69 27.41 16.85 20.10

23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 120.47 171.60 22.63 39.37 24.20 13.91

24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 120.47 171.60 22.63 39.37 24.20 13.91

25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 120.47 171.60 22.63 39.37 24.20 13.91

26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 120.47 171.60 22.63 39.37 24.20 13.91

27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 71.68 171.60 5.10 33.44 20.26 3.09

28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 71.68 171.60 5.10 33.44 20.26 3.09

29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 71.68 171.60 5.10 33.44 20.26 3.09

30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX71.68 171.60 5.10 33.44 20.26 3.09

31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 73.39 171.60 4.96 33.34 20.79 3.09

32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 73.39 171.60 4.96 33.34 20.79 3.09

33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 73.39 171.60 4.96 33.34 20.79 3.09

34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX73.39 171.60 4.96 33.34 20.79 3.09

35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 85.01 171.60 14.70 31.96 19.65 9.04

36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 85.01 171.60 14.70 31.96 19.65 9.04

37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 85.01 171.60 14.70 31.96 19.65 9.04

38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 85.01 171.60 14.70 31.96 19.65 9.04

39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 74.54 171.60 4.64 34.82 21.41 2.85

40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 74.54 171.60 4.64 34.82 21.41 2.85

41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 74.54 171.60 4.64 34.82 21.41 2.85

42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ74.54 171.60 4.64 34.82 21.41 2.85

43 - Dead + DL + PT 63.02 171.60 0.00 32.49 19.58 0.00

44 - Dead + DL + PT + 0.6WLX 60.97 171.60 0.00 32.58 18.96 0.00

45 - Dead + DL + PT + -0.6WLX 65.07 171.60 0.00 32.41 20.21 0.00

46 - Dead + DL + PT + 0.6WLZ 80.74 171.60 16.93 28.83 17.38 10.20

47 - Dead + DL + PT + -0.6WLZ 96.55 171.60 16.93 36.15 21.79 10.20

Page 120: Design Calculation for Pipe Supports

Page 53 of 133

DETAIL REPORT FOR F4

STABILITY RATIO / SLIDING SAFETY FACTOR

Load S.R. S.R. All Sliding Sliding All Remarks

Comb Z Dir X Dir S.R. FS - Z FS - X FS

1 - Dead + DL + PE 100.00 2.73 1.50 100.00 4.46 1.50

2 - Dead + DL + PE + WLX 100.00 2.53 1.50 100.00 4.37 1.50

3 - Dead + DL + PE + -1WLX 100.00 2.83 1.50 100.00 4.55 1.50

4 - Dead + DL + PE + WLZ 2.66 2.96 1.50 4.16 4.46 1.50

5 - Dead + DL + PE + -1WLZ 2.66 2.22 1.50 4.16 4.46 1.50

6 - Dead + DL + LL + PO 14.91 2.72 1.50 23.02 4.36 1.50

7 - Dead + DL + LL + PO + FLT + FLL 14.91 2.72 1.50 23.02 4.36 1.50

8 - Dead + DL + LL + PO + -1FLT + FLL 14.91 2.72 1.50 23.02 4.36 1.50

9 - Dead + DL + LL + PO + FLT + -1FLL 14.91 2.72 1.50 23.02 4.36 1.50

10 - Dead + DL + LL + PO + -1FLT + -1FLL 14.91 2.72 1.50 23.02 4.36 1.50

11 - Dead + DL + LL + PO + FLT + FLL + WLX 10.77 2.56 1.50 22.55 4.27 1.50

12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 10.77 2.56 1.50 22.55 4.27 1.50

13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 10.77 2.56 1.50 22.55 4.27 1.50

14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 10.77 2.56 1.50 22.55 4.27 1.50

15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 15.75 2.81 1.50 23.49 4.45 1.50

16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 15.75 2.81 1.50 23.49 4.45 1.50

17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 15.75 2.81 1.50 23.49 4.45 1.50

18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 15.75 2.81 1.50 23.49 4.45 1.50

19 - Dead + DL + LL + PO + FLT + FLL + WLZ 2.29 2.94 1.50 3.54 4.36 1.50

20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 2.29 2.94 1.50 3.54 4.36 1.50

21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 2.29 2.94 1.50 3.54 4.36 1.50

22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 2.29 2.94 1.50 3.54 4.36 1.50

23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 3.31 2.25 1.50 5.12 4.36 1.50

24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 3.31 2.25 1.50 5.12 4.36 1.50

25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 3.31 2.25 1.50 5.12 4.36 1.50

26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 3.31 2.25 1.50 5.12 4.36 1.50

27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 14.70 2.69 1.50 22.90 4.34 1.50

28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 14.70 2.69 1.50 22.90 4.34 1.50

29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 14.70 2.69 1.50 22.90 4.34 1.50

30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX14.70 2.69 1.50 22.90 4.34 1.50

31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 15.12 2.74 1.50 23.14 4.39 1.50

32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 15.12 2.74 1.50 23.14 4.39 1.50

33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 15.12 2.74 1.50 23.14 4.39 1.50

34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX15.12 2.74 1.50 23.14 4.39 1.50

35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 5.10 2.77 1.50 7.88 4.36 1.50

36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 5.10 2.77 1.50 7.88 4.36 1.50

37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 5.10 2.77 1.50 7.88 4.36 1.50

38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 5.10 2.77 1.50 7.88 4.36 1.50

39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 16.16 2.62 1.50 24.95 4.36 1.50

40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 16.16 2.62 1.50 24.95 4.36 1.50

41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 16.16 2.62 1.50 24.95 4.36 1.50

42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ16.16 2.62 1.50 24.95 4.36 1.50

43 - Dead + DL + PT 100.00 2.84 1.50 100.00 4.63 1.50

44 - Dead + DL + PT + 0.6WLX 100.00 2.72 1.50 100.00 4.57 1.50

45 - Dead + DL + PT + -0.6WLX 100.00 2.90 1.50 100.00 4.69 1.50

46 - Dead + DL + PT + 0.6WLZ 4.43 2.98 1.50 6.93 4.63 1.50

47 - Dead + DL + PT + -0.6WLZ 4.43 2.48 1.50 6.93 4.63 1.50

Page 121: Design Calculation for Pipe Supports

Page 54 of 133

DETAIL REPORT FOR F4

FOOTING DESIGN INFORMATION

X Dim (mm) 1500.00

Z Dim (mm) 1500.00

Thickness (mm) 400.00

Top Steel

Governing No of Bar Bar Area Area Moment Direction

Combination Bars Size Spac Prov Req

(mm) (mm) (sq cm/m) (sq cm/m) (kN m/m)

5. 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 10 12 150 7.54 0.52 -6 X

4. 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 10 12 150 7.54 0.15 -2 Z

Bottom Steel

Governing No of Bar Bar Area Area Moment Direction

Combination Bars Size Spac Prov Req

(mm) (mm) (sq cm/m) (sq cm/m) (kN m/m)

5. 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 10 12 150 7.54 7.2 0 X

22. 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ10 12 150 7.54 7.2 3 Z

PUNCHING SHEAR

P1

Control Net Ult Punch. All Rem

Comb Load Stress Stress

(kN) (N/sq mm) (N/sq mm)

4. 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 69.05 0.12 0.50

Page 122: Design Calculation for Pipe Supports

Page 55 of 133

DETAIL REPORT FOR F4

MAXIMUM SHEAR - X DIRECTION

Load Left Max Shear All Rem

Comb Dist Shear Stress Stress

(m) (kN) (N/sq mm) (N/sq mm)

1 - 1.4Dead + 1.4DL + 1.4PE 0.38 -15.27 0.03 0.50

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.38 -15.38 0.03 0.50

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.38 -15.15 0.03 0.50

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.38 -12.25 0.03 0.50

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.38 -17.17 0.04 0.50

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.38 -15.23 0.03 0.50

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.38 -15.23 0.03 0.50

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.38 -15.23 0.03 0.50

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.38 -15.23 0.03 0.50

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.38 -15.23 0.03 0.50

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX0.38 -13.15 0.03 0.50

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX0.38 -13.15 0.03 0.50

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX0.38 -13.15 0.03 0.50

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX0.38 -13.15 0.03 0.50

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX0.38 -12.95 0.03 0.50

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX0.38 -12.95 0.03 0.50

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX0.38 -12.95 0.03 0.50

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX0.38 -12.95 0.03 0.50

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ0.38 -10.46 0.02 0.50

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ0.38 -10.46 0.02 0.50

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ0.38 -10.46 0.02 0.50

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ0.38 -10.46 0.02 0.50

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ0.38 -14.65 0.03 0.50

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ0.38 -14.65 0.03 0.50

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ0.38 -14.65 0.03 0.50

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ0.38 -14.65 0.03 0.50

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX0.38 -13.08 0.03 0.50

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX0.38 -13.08 0.03 0.50

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX0.38 -13.08 0.03 0.50

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX0.38 -13.08 0.03 0.50

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX0.38 -13.02 0.03 0.50

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX0.38 -13.02 0.03 0.50

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX0.38 -13.02 0.03 0.50

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX0.38 -13.02 0.03 0.50

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ0.38 -12.46 0.03 0.50

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ0.38 -12.46 0.03 0.50

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ0.38 -12.46 0.03 0.50

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ0.38 -12.46 0.03 0.50

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ0.38 -13.50 0.03 0.50

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ0.38 -13.50 0.03 0.50

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ0.38 -13.50 0.03 0.50

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ0.38 -13.50 0.03 0.50

43 - 1.4Dead + 1.4DL + 1.4PT 0.38 -14.89 0.03 0.50

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.38 -12.83 0.03 0.50

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.38 -12.70 0.03 0.50

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.38 -11.22 0.03 0.50

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.38 -13.68 0.03 0.50

Page 123: Design Calculation for Pipe Supports

Page 56 of 133

DETAIL REPORT FOR F4

MAXIMUM SHEAR - Z DIRECTION

Load Bottom Max Shear All Rem

Comb Dist Shear Stress Stress

(m) (kN) (N/sq mm) (N/sq mm)

1 - 1.4Dead + 1.4DL + 1.4PE 0.08 1.01 0.00 0.50

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 1.43 -0.77 0.00 0.50

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.08 1.25 0.00 0.50

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.08 5.57 0.01 0.50

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 1.43 -5.57 0.01 0.50

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.08 1.91 0.00 0.50

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.08 1.91 0.00 0.50

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.08 1.91 0.00 0.50

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.08 1.91 0.00 0.50

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.08 1.91 0.00 0.50

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX0.08 1.43 0.00 0.50

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX0.08 1.43 0.00 0.50

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX0.08 1.43 0.00 0.50

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX0.08 1.43 0.00 0.50

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX0.08 1.85 0.00 0.50

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX0.08 1.85 0.00 0.50

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX0.08 1.85 0.00 0.50

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX0.08 1.85 0.00 0.50

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ0.08 5.71 0.01 0.50

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ0.08 5.71 0.01 0.50

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ0.08 5.71 0.01 0.50

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ0.08 5.71 0.01 0.50

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ1.43 -4.11 0.01 0.50

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ1.43 -4.11 0.01 0.50

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ1.43 -4.11 0.01 0.50

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ1.43 -4.11 0.01 0.50

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX0.08 1.58 0.00 0.50

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX0.08 1.58 0.00 0.50

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX0.08 1.58 0.00 0.50

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX0.08 1.58 0.00 0.50

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX0.08 1.70 0.00 0.50

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX0.08 1.70 0.00 0.50

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX0.08 1.70 0.00 0.50

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX0.08 1.70 0.00 0.50

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ0.08 3.22 0.01 0.50

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ0.08 3.22 0.01 0.50

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ0.08 3.22 0.01 0.50

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ0.08 3.22 0.01 0.50

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ1.43 -1.81 0.00 0.50

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ1.43 -1.81 0.00 0.50

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ1.43 -1.81 0.00 0.50

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ1.43 -1.81 0.00 0.50

43 - 1.4Dead + 1.4DL + 1.4PT 0.08 1.01 0.00 0.50

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 1.43 -0.74 0.00 0.50

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 1.43 -0.99 0.00 0.50

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.08 3.19 0.01 0.50

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 1.43 -3.19 0.01 0.50

Page 124: Design Calculation for Pipe Supports

Page 57 of 133

DETAIL REPORT FOR F4

PIER/BASE PLATE DESIGN INFORMATION

P1

X Dim (mm) 750.00

Z Dim (mm) 750.00

Height above grade (mm) 200.00

X Offset (mm) 1050.00

Z Offset (mm) 750.00

Requested Reinft. Ratio 0.0018

Provided Reinft. Ratio 0.0043

Long Bar Size (mm) 16

Bars in X Dir 4

Bars in Z Dir 4

Total Long Bars 12

Tie Bar Size (mm) 12

Total No. of Ties 8

Major Tie Spacing (mm) 150

Page 125: Design Calculation for Pipe Supports

Page 58 of 133

DETAIL REPORT FOR F4

PIER ULTIMATE LOAD CAPACITIES

P1

Load Axial Axial Mom X Mom X Mom Z Mom Z Rem

Comb Load Capa. Capa Capa

(kN) (kN) (kN m) (kN m) (kN m) (kN m)

1 - 1.4Dead + 1.4DL + 1.4PE 20.22 20.42 0.40 9.32 15.86 366.22

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 15.37 15.52 0.31 7.08 15.86 366.28

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 25.07 1041.86 0.50 20.83 15.86 659.02

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 20.22 20.42 17.00 323.94 10.72 201.41

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 20.22 20.42 17.00 245.77 21.01 296.66

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 21.81 22.02 3.09 68.58 15.67 361.88

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 21.81 22.02 3.09 68.58 15.67 361.88

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL21.81 22.02 3.09 68.58 15.67 361.88

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL21.81 22.02 3.09 68.58 15.67 361.88

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL21.81 22.02 3.09 68.58 15.67 361.88

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX14.53 14.68 2.65 68.58 13.43 361.88

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX14.53 14.68 2.65 68.58 13.43 361.88

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX14.53 14.68 2.65 68.58 13.43 361.88

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX14.53 14.68 2.65 68.58 13.43 361.88

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX22.85 1144.70 2.65 132.18 13.43 669.93

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX22.85 1144.70 2.65 132.18 13.43 669.93

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX22.85 1144.70 2.65 132.18 13.43 669.93

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX22.85 1144.70 2.65 132.18 13.43 669.93

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ18.69 18.88 17.23 333.92 9.02 168.50

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ18.69 18.88 17.23 333.92 9.02 168.50

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ18.69 18.88 17.23 333.92 9.02 168.50

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ18.69 18.88 17.23 333.92 9.02 168.50

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ18.69 18.88 11.92 210.76 17.84 320.18

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ18.69 18.88 11.92 210.76 17.84 320.18

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ18.69 18.88 11.92 210.76 17.84 320.18

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ18.69 18.88 11.92 210.76 17.84 320.18

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX17.46 17.63 2.65 68.58 13.43 361.88

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX17.46 17.63 2.65 68.58 13.43 361.88

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX17.46 17.63 2.65 68.58 13.43 361.88

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX17.46 17.63 2.65 68.58 13.43 361.88

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX19.92 20.12 2.65 68.58 13.43 361.88

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX19.92 20.12 2.65 68.58 13.43 361.88

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX19.92 20.12 2.65 68.58 13.43 361.88

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX19.92 20.12 2.65 68.58 13.43 361.88

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ18.69 18.88 8.59 217.25 12.20 316.38

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ18.69 18.88 8.59 217.25 12.20 316.38

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ18.69 18.88 8.59 217.25 12.20 316.38

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ18.69 18.88 8.59 217.25 12.20 316.38

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ18.69 18.88 3.29 78.55 14.66 361.07

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ18.69 18.88 3.29 78.55 14.66 361.07

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ18.69 18.88 3.29 78.55 14.66 361.07

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ18.69 18.88 3.29 78.55 14.66 361.07

43 - 1.4Dead + 1.4DL + 1.4PT 20.13 20.33 0.40 9.63 15.27 366.22

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 14.76 14.91 0.30 8.23 13.09 366.25

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 19.75 19.95 0.40 11.03 13.09 366.18

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 17.25 17.43 8.75 251.37 10.44 294.46

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 17.25 17.43 8.75 178.82 15.74 330.90

Page 126: Design Calculation for Pipe Supports

Page 59 of 133

DETAIL REPORT FOR F4

Page 127: Design Calculation for Pipe Supports

Page 60 of 133

DETAIL REPORT FOR F4

SELF WEIGHTS AND APPLIED EXTERNAL LOAD

No. Load Combination Load Elem Soil Mat App Axial Tot Axial Buoyant

Weight Weight Weight Load Load Load

kN kN kN kN kN kN

1 Dead + DL + PE 13.5 24.3 21.6 0.94 60.34 0

2 Dead + DL + PE + WLX 13.5 24.3 21.6 -2.52 56.88 0

3 Dead + DL + PE + -1WLX 13.5 24.3 21.6 4.41 63.81 0

4 Dead + DL + PE + WLZ 13.5 24.3 21.6 0.94 60.34 0

5 Dead + DL + PE + -1WLZ 13.5 24.3 21.6 0.94 60.34 0

6 Dead + DL + LL + PO 13.5 24.3 21.6 2.08 61.48 0

7 Dead + DL + LL + PO + FLT + FLL 13.5 24.3 21.6 2.08 61.48 0

8 Dead + DL + LL + PO + -1FLT + FLL 13.5 24.3 21.6 2.08 61.48 0

9 Dead + DL + LL + PO + FLT + -1FLL 13.5 24.3 21.6 2.08 61.48 0

10 Dead + DL + LL + PO + -1FLT + -1FLL 13.5 24.3 21.6 2.08 61.48 0

11 Dead + DL + LL + PO + FLT + FLL + WLX 13.5 24.3 21.6 -1.39 58.01 0

12 Dead + DL + LL + PO + -1FLT + FLL + WLX13.5 24.3 21.6 -1.39 58.01 0

13 Dead + DL + LL + PO + FLT + -1FLL + WLX13.5 24.3 21.6 -1.39 58.01 0

14 Dead + DL + LL + PO + -1FLT + -1FLL + WLX13.5 24.3 21.6 -1.39 58.01 0

15 Dead + DL + LL + PO + FLT + FLL + -1WLX13.5 24.3 21.6 5.54 64.94 0

16 Dead + DL + LL + PO + -1FLT + FLL + -1WLX13.5 24.3 21.6 5.54 64.94 0

17 Dead + DL + LL + PO + FLT + -1FLL + -1WLX13.5 24.3 21.6 5.54 64.94 0

18 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX13.5 24.3 21.6 5.54 64.94 0

19 Dead + DL + LL + PO + FLT + FLL + WLZ 13.5 24.3 21.6 2.08 61.48 0

20 Dead + DL + LL + PO + -1FLT + FLL + WLZ13.5 24.3 21.6 2.08 61.48 0

21 Dead + DL + LL + PO + FLT + -1FLL + WLZ13.5 24.3 21.6 2.08 61.48 0

22 Dead + DL + LL + PO + -1FLT + -1FLL + WLZ13.5 24.3 21.6 2.08 61.48 0

23 Dead + DL + LL + PO + FLT + FLL + -1WLZ13.5 24.3 21.6 2.08 61.48 0

24 Dead + DL + LL + PO + -1FLT + FLL + -1WLZ13.5 24.3 21.6 2.08 61.48 0

25 Dead + DL + LL + PO + FLT + -1FLL + -1WLZ13.5 24.3 21.6 2.08 61.48 0

26 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ13.5 24.3 21.6 2.08 61.48 0

27 Dead + DL + LL + PO + FLT + FLL + 0.715EQX13.5 24.3 21.6 1.19 60.59 0

28 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX13.5 24.3 21.6 1.19 60.59 0

29 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX13.5 24.3 21.6 1.19 60.59 0

30 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX13.5 24.3 21.6 1.19 60.59 0

31 Dead + DL + LL + PO + FLT + FLL + -0.715EQX13.5 24.3 21.6 2.96 62.36 0

32 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX13.5 24.3 21.6 2.96 62.36 0

33 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX13.5 24.3 21.6 2.96 62.36 0

34 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX13.5 24.3 21.6 2.96 62.36 0

35 Dead + DL + LL + PO + FLT + FLL + 0.715EQZ13.5 24.3 21.6 2.08 61.48 0

36 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ13.5 24.3 21.6 2.08 61.48 0

37 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ13.5 24.3 21.6 2.08 61.48 0

38 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ13.5 24.3 21.6 2.08 61.48 0

39 Dead + DL + LL + PO + FLT + FLL + -0.715EQZ13.5 24.3 21.6 2.08 61.48 0

40 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ13.5 24.3 21.6 2.08 61.48 0

41 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ13.5 24.3 21.6 2.08 61.48 0

42 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ13.5 24.3 21.6 2.08 61.48 0

43 Dead + DL + PT 13.5 24.3 21.6 0.88 60.28 0

44 Dead + DL + PT + 0.6WLX 13.5 24.3 21.6 -1.2 58.2 0

45 Dead + DL + PT + -0.6WLX 13.5 24.3 21.6 2.96 62.36 0

46 Dead + DL + PT + 0.6WLZ 13.5 24.3 21.6 0.88 60.28 0

47 Dead + DL + PT + -0.6WLZ 13.5 24.3 21.6 0.88 60.28 0

Page 128: Design Calculation for Pipe Supports

Page 61 of 133

DETAIL REPORT FOR F4SOIL BEARING RESULTS - LINEAR SOIL PRESSURE METHOD

No. Load Combination Max Min X Comp Z Comp Area in % in

Bearing Bearing Len Len Comp Comp

kN/sq m kN/sq m m m sq m

1 Dead + DL + PE 64.572 0 1.246 1.5 2.059 91.533

2 Dead + DL + PE + WLX 61.174 0 1.24 1.5 2.055 91.322

3 Dead + DL + PE + -1WLX 67.973 0 1.252 1.5 2.064 91.721

4 Dead + DL + PE + WLZ 97.728 0 1.992 1.942 1.91 84.872

5 Dead + DL + PE + -1WLZ 133.67 0 1.431 1.936 1.459 64.843

6 Dead + DL + LL + PO 72.534 0 1.365 8.179 1.87 83.128

7 Dead + DL + LL + PO + FLT + FLL 72.534 0 1.365 8.179 1.87 83.128

8 Dead + DL + LL + PO + -1FLT + FLL 72.534 0 1.365 8.179 1.87 83.128

9 Dead + DL + LL + PO + FLT + -1FLL 72.534 0 1.365 8.179 1.87 83.128

10 Dead + DL + LL + PO + -1FLT + -1FLL 72.534 0 1.365 8.179 1.87 83.128

11 Dead + DL + LL + PO + FLT + FLL + WLX69.187 0 1.365 7.758 1.861 82.705

12 Dead + DL + LL + PO + -1FLT + FLL + WLX69.187 0 1.365 7.758 1.861 82.705

13 Dead + DL + LL + PO + FLT + -1FLL + WLX69.187 0 1.365 7.758 1.861 82.705

14 Dead + DL + LL + PO + -1FLT + -1FLL + WLX69.187 0 1.365 7.758 1.861 82.705

15 Dead + DL + LL + PO + FLT + FLL + -1WLX75.89 0 1.365 8.601 1.879 83.506

16 Dead + DL + LL + PO + -1FLT + FLL + -1WLX75.89 0 1.365 8.601 1.879 83.506

17 Dead + DL + LL + PO + FLT + -1FLL + -1WLX75.89 0 1.365 8.601 1.879 83.506

18 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX75.89 0 1.365 8.601 1.879 83.506

19 Dead + DL + LL + PO + FLT + FLL + WLZ108.815 0 2.036 1.746 1.863 82.812

20 Dead + DL + LL + PO + -1FLT + FLL + WLZ108.815 0 2.036 1.746 1.863 82.812

21 Dead + DL + LL + PO + FLT + -1FLL + WLZ108.815 0 2.036 1.746 1.863 82.812

22 Dead + DL + LL + PO + -1FLT + -1FLL + WLZ108.815 0 2.036 1.746 1.863 82.812

23 Dead + DL + LL + PO + FLT + FLL + -1WLZ120.468 0 1.401 2.294 1.525 67.767

24 Dead + DL + LL + PO + -1FLT + FLL + -1WLZ120.468 0 1.401 2.294 1.525 67.767

25 Dead + DL + LL + PO + FLT + -1FLL + -1WLZ120.468 0 1.401 2.294 1.525 67.767

26 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ120.468 0 1.401 2.294 1.525 67.767

27 Dead + DL + LL + PO + FLT + FLL + 0.715EQX71.684 0 1.365 8.072 1.868 83.025

28 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX71.684 0 1.365 8.072 1.868 83.025

29 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX71.684 0 1.365 8.072 1.868 83.025

30 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX71.684 0 1.365 8.072 1.868 83.025

31 Dead + DL + LL + PO + FLT + FLL + -0.715EQX73.386 0 1.365 8.286 1.873 83.228

32 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX73.386 0 1.365 8.286 1.873 83.228

33 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX73.386 0 1.365 8.286 1.873 83.228

34 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX73.386 0 1.365 8.286 1.873 83.228

35 Dead + DL + LL + PO + FLT + FLL + 0.715EQZ85.006 0 1.589 3.224 1.841 81.807

36 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ85.006 0 1.589 3.224 1.841 81.807

37 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ85.006 0 1.589 3.224 1.841 81.807

38 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ85.006 0 1.589 3.224 1.841 81.807

39 Dead + DL + LL + PO + FLT + FLL + -0.715EQZ74.539 0 1.31 8.81 1.814 80.629

40 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ74.539 0 1.31 8.81 1.814 80.629

41 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ74.539 0 1.31 8.81 1.814 80.629

42 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ74.539 0 1.31 8.81 1.814 80.629

43 Dead + DL + PT 63.019 0 1.275 1.5 2.082 92.512

44 Dead + DL + PT + 0.6WLX 60.973 0 1.273 1.5 2.08 92.423

45 Dead + DL + PT + -0.6WLX 65.066 0 1.278 1.5 2.083 92.595

46 Dead + DL + PT + 0.6WLZ 80.742 0 1.761 2.879 2.002 88.965

47 Dead + DL + PT + -0.6WLZ 96.55 0 1.463 2.88 1.678 74.59

BEARING PRESSURE CALCULATION FOR UNFACTORED LOAD COMBINATION 5

Eccentricity condition: Biaxial eccentricity

Eccentricity - Z direction = Ecc,z = 281.8 mm

Eccentricity - X direction = Ecc,x = 395.588 mm

Total Axial Load = P = 60.34 kN

Footing length = Lx = 1.5 m

Footing width = Lz = 1.5 m

Mat Area A = Lx * Lz = 2.25 sq m

Soil overburden = S = 21.6 kN/sq m

Gross bearing pressure = Gbp = Solved by trial and error method 133.67 kN/sq m

Net soil bearing = Nbp = Gbp - S = 112.07 kN/sq m

Page 129: Design Calculation for Pipe Supports

Page 62 of 133

DETAIL REPORT FOR F4STABILITY RATIO CALCULATIONS

No. Load Combination Overturn Resist SRx Overturn Resist SRz

Mom - X Mom - X Mom - Z Mom - Z

kNm kNm kNm kNm

1 Dead + DL + PE 15.862 43.354 2.733 0 45.257 100

2 Dead + DL + PE + WLX 16.998 42.93 2.526 0 44.55 100

3 Dead + DL + PE + -1WLX 15.862 44.914 2.832 0 47.856 100

4 Dead + DL + PE + WLZ 15.862 47.03 2.965 17.004 45.257 2.661

5 Dead + DL + PE + -1WLZ 19.538 43.354 2.219 17.004 45.257 2.661

6 Dead + DL + LL + PO 16.313 44.322 2.717 3.093 46.106 14.909

7 Dead + DL + LL + PO + FLT + FLL 16.313 44.322 2.717 3.093 46.106 14.909

8 Dead + DL + LL + PO + -1FLT + FLL 16.313 44.322 2.717 3.093 46.106 14.909

9 Dead + DL + LL + PO + FLT + -1FLL 16.313 44.322 2.717 3.093 46.106 14.909

10 Dead + DL + LL + PO + -1FLT + -1FLL 16.313 44.322 2.717 3.093 46.106 14.909

11 Dead + DL + LL + PO + FLT + FLL + WLX16.939 43.388 2.561 4.136 44.55 10.772

12 Dead + DL + LL + PO + -1FLT + FLL + WLX16.939 43.388 2.561 4.136 44.55 10.772

13 Dead + DL + LL + PO + FLT + -1FLL + WLX16.939 43.388 2.561 4.136 44.55 10.772

14 Dead + DL + LL + PO + -1FLT + -1FLL + WLX16.939 43.388 2.561 4.136 44.55 10.772

15 Dead + DL + LL + PO + FLT + FLL + -1WLX16.313 45.881 2.813 3.093 48.706 15.749

16 Dead + DL + LL + PO + -1FLT + FLL + -1WLX16.313 45.881 2.813 3.093 48.706 15.749

17 Dead + DL + LL + PO + FLT + -1FLL + -1WLX16.313 45.881 2.813 3.093 48.706 15.749

18 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX16.313 45.881 2.813 3.093 48.706 15.749

19 Dead + DL + LL + PO + FLT + FLL + WLZ16.313 47.998 2.942 20.097 46.106 2.294

20 Dead + DL + LL + PO + -1FLT + FLL + WLZ16.313 47.998 2.942 20.097 46.106 2.294

21 Dead + DL + LL + PO + FLT + -1FLL + WLZ16.313 47.998 2.942 20.097 46.106 2.294

22 Dead + DL + LL + PO + -1FLT + -1FLL + WLZ16.313 47.998 2.942 20.097 46.106 2.294

23 Dead + DL + LL + PO + FLT + FLL + -1WLZ19.531 43.864 2.246 13.912 46.106 3.314

24 Dead + DL + LL + PO + -1FLT + FLL + -1WLZ19.531 43.864 2.246 13.912 46.106 3.314

25 Dead + DL + LL + PO + FLT + -1FLL + -1WLZ19.531 43.864 2.246 13.912 46.106 3.314

26 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ19.531 43.864 2.246 13.912 46.106 3.314

27 Dead + DL + LL + PO + FLT + FLL + 0.715EQX16.313 43.926 2.693 3.093 45.446 14.695

28 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX16.313 43.926 2.693 3.093 45.446 14.695

29 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX16.313 43.926 2.693 3.093 45.446 14.695

30 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX16.313 43.926 2.693 3.093 45.446 14.695

31 Dead + DL + LL + PO + FLT + FLL + -0.715EQX16.313 44.718 2.741 3.093 46.766 15.122

32 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX16.313 44.718 2.741 3.093 46.766 15.122

33 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX16.313 44.718 2.741 3.093 46.766 15.122

34 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX16.313 44.718 2.741 3.093 46.766 15.122

35 Dead + DL + LL + PO + FLT + FLL + 0.715EQZ16.313 45.202 2.771 9.038 46.106 5.102

36 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ16.313 45.202 2.771 9.038 46.106 5.102

37 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ16.313 45.202 2.771 9.038 46.106 5.102

38 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ16.313 45.202 2.771 9.038 46.106 5.102

39 Dead + DL + LL + PO + FLT + FLL + -0.715EQZ16.735 43.864 2.621 2.852 46.106 16.164

40 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ16.735 43.864 2.621 2.852 46.106 16.164

41 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ16.735 43.864 2.621 2.852 46.106 16.164

42 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ16.735 43.864 2.621 2.852 46.106 16.164

43 Dead + DL + PT 15.27 43.326 2.837 0 45.209 100

44 Dead + DL + PT + 0.6WLX 15.81 42.93 2.715 0 44.55 100

45 Dead + DL + PT + -0.6WLX 15.27 44.261 2.899 0 46.769 100

46 Dead + DL + PT + 0.6WLZ 15.27 45.531 2.982 10.203 45.209 4.431

47 Dead + DL + PT + -0.6WLZ 17.475 43.326 2.479 10.203 45.209 4.431

Note: Stability ratio values greater than 100 are displayed as 100.

Page 130: Design Calculation for Pipe Supports

Page 63 of 133

DETAIL REPORT FOR F4SLIDING RESISTANCE CALCULATION - X DIRECTION - UNFACTORED LOAD COMBINATION 5

Effective footing width = Lz = 1.5 m

Effective footing length = Lx = 1.5 m

Footing thickness = h = 0.4 m

Soil cover = h1 = 0.8 m

Soil unit weight = Y = 18 kN/cu m

Passive Pressure at the p1 = Yh1 = 14.4 kN/sq m

top of the base

Passive Pressure at the p2 = Y(h + h1) = 21.6 kN/sq m

bottom of the base

Passive resistance R1 = 0.5*Lz*h*(p1+p2) = 10.8 kN

Passive pressure coeff. Kp = 3

Friction coeff. u = 0.3

Total Axial Load P = 60.34 kN

Total Passive resistance R2 = R1*Kp = 32.4 kN

Friction resistance R3 = u*P = 18.102 kN

Total lateral resistance R = R2+R3 = 50.502 kN

Total applied lateral load S = 11.33 kN

Sliding Factor of Safety FS,slid = R/S = 4.457

Note: Sliding factor of safety value greater than 100 is displayed as 100.

SLIDING RESISTANCE CALCULATION - Z DIRECTION - UNFACTORED LOAD COMBINATION 5

Effective footing width = Lx = 1.5 m

Effective footing length = Lz = 1.5 m

Footing thickness = h = 0.4 m

Soil cover = h1 = 0.8 m

Soil unit weight = Y = 18 kN/cu m

Passive Pressure at the p1 = Yh1 = 14.4 kN/sq m

top of the base

Passive Pressure at the p2 = Y(h + h1) = 21.6 kN/sq m

bottom of the base

Passive resistance R1 = 0.5*Lx*h*(p1+p2) = 10.8 kN

Passive pressure coeff. Kp = 3

Friction coeff. u = 0.3

Total Axial Load P = 60.34 kN

Total Passive resistance R2 = R1*Kp = 32.4 kN

Friction resistance R3 = u*P = 18.102 kN

Total lateral resistance R = R2+R3 = 50.502 kN

Total applied lateral load S = 12.146 kN

Sliding Factor of Safety FS,slid = R/S = 4.158

Note: Sliding factor of safety value greater than 100 is displayed as 100.

FACTORED LOADS - SOIL BEARING VALUES

No. Load Combination Max X Min X Max Z Min Z

Bearing Bearing Bearing Bearing

kN/sq m kN/sq m kN/sq m kN/sq m

1 1.4Dead + 1.4DL + 1.4PE 90.401 0 37.546 37.546

2 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 85.644 0 35.39 35.39

3 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 95.162 0 39.703 39.703

4 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 78.837 0 80.193 0

5 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 105.939 0 80.193 0

6 1.4Dead + 1.4DL + 1.6LL + 1.4PO 91.931 0 45.948 30.554

7 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL91.931 0 45.948 30.554

8 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL91.931 0 45.948 30.554

9 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL91.931 0 45.948 30.554

10 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL91.931 0 45.948 30.554

11 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX74.719 0 37.536 24.341

12 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX74.719 0 37.536 24.341

13 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX74.719 0 37.536 24.341

14 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX74.719 0 37.536 24.341

15 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX82.88 0 41.233 28.038

16 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX82.88 0 41.233 28.038

17 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX82.88 0 41.233 28.038

18 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX82.88 0 41.233 28.038

19 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ68.896 0 77.494 0

20 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ68.896 0 77.494 0

21 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ68.896 0 77.494 0

22 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ68.896 0 77.494 0

23 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ92.022 0 62.465 3.108

24 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ92.022 0 62.465 3.108

25 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ92.022 0 62.465 3.108

26 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ92.022 0 62.465 3.108

27 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX77.59 0 38.837 25.642

28 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX77.59 0 38.837 25.642

29 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX77.59 0 38.837 25.642

Page 131: Design Calculation for Pipe Supports

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DETAIL REPORT FOR F430 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX77.59 0 38.837 25.642

31 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX80.005 0 39.931 26.736

32 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX80.005 0 39.931 26.736

33 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX80.005 0 39.931 26.736

34 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX80.005 0 39.931 26.736

35 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ75.759 0 54.166 11.408

36 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ75.759 0 54.166 11.408

37 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ75.759 0 54.166 11.408

38 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ75.759 0 54.166 11.408

39 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ82.09 0 40.971 24.603

40 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ82.09 0 40.971 24.603

41 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ82.09 0 40.971 24.603

42 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ82.09 0 40.971 24.603

43 1.4Dead + 1.4DL + 1.4PT 88.227 0 37.507 37.507

44 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 73.167 0 31.04 31.04

45 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 78.08 0 33.258 33.258

46 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 69.63 0 53.914 10.383

47 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 82.745 0 53.914 10.383

Page 132: Design Calculation for Pipe Supports

Page 65 of 133

DETAIL REPORT FOR F4BEAM SHEAR STRESS - X DIRECTION

No. Load Location Shear Shear Allowable Location Shear Shear Allowable

Combination Crit Sect Crit Sect Stress Stress Near Supp Near Supp Stress Stress

m kN N/sq mm N/sq mm m kN N/sq mm N/sq mm

1 1.4Dead + 1.4DL + 1.4PE 0.375 -15.268 0.034 0.501 0.375 -15.268 0.034 0.501

2 1.4Dead + 1.4DL + 1.4PE + 1.4WLX0.375 -15.384 0.034 0.501 0.375 -15.384 0.034 0.501

3 1.4Dead + 1.4DL + 1.4PE + -1.4WLX0.375 -15.15 0.034 0.501 0.375 -15.15 0.034 0.501

4 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ0.375 -12.247 0.027 0.501 0.375 -12.247 0.027 0.501

5 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ0.375 -17.165 0.038 0.501 0.375 -17.165 0.038 0.501

6 1.4Dead + 1.4DL + 1.6LL + 1.4PO0.375 -15.226 0.034 0.501 0.375 -15.226 0.034 0.501

7 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL0.375 -15.226 0.034 0.501 0.375 -15.226 0.034 0.501

8 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL0.375 -15.226 0.034 0.501 0.375 -15.226 0.034 0.501

9 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL0.375 -15.226 0.034 0.501 0.375 -15.226 0.034 0.501

10 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.375 -15.226 0.034 0.501 0.375 -15.226 0.034 0.501

11 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX0.375 -13.151 0.029 0.501 0.375 -13.151 0.029 0.501

12 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX0.375 -13.151 0.029 0.501 0.375 -13.151 0.029 0.501

13 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX0.375 -13.151 0.029 0.501 0.375 -13.151 0.029 0.501

14 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX0.375 -13.151 0.029 0.501 0.375 -13.151 0.029 0.501

15 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX0.375 -12.949 0.029 0.501 0.375 -12.949 0.029 0.501

16 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX0.375 -12.949 0.029 0.501 0.375 -12.949 0.029 0.501

17 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX0.375 -12.949 0.029 0.501 0.375 -12.949 0.029 0.501

18 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX0.375 -12.949 0.029 0.501 0.375 -12.949 0.029 0.501

19 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ0.375 -10.455 0.023 0.501 0.375 -10.455 0.023 0.501

20 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ0.375 -10.455 0.023 0.501 0.375 -10.455 0.023 0.501

21 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ0.375 -10.455 0.023 0.501 0.375 -10.455 0.023 0.501

22 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ0.375 -10.455 0.023 0.501 0.375 -10.455 0.023 0.501

23 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ0.375 -14.654 0.033 0.501 0.375 -14.654 0.033 0.501

24 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ0.375 -14.654 0.033 0.501 0.375 -14.654 0.033 0.501

25 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ0.375 -14.654 0.033 0.501 0.375 -14.654 0.033 0.501

26 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ0.375 -14.654 0.033 0.501 0.375 -14.654 0.033 0.501

27 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX0.375 -13.08 0.029 0.501 0.375 -13.08 0.029 0.501

28 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX0.375 -13.08 0.029 0.501 0.375 -13.08 0.029 0.501

29 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX0.375 -13.08 0.029 0.501 0.375 -13.08 0.029 0.501

30 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX0.375 -13.08 0.029 0.501 0.375 -13.08 0.029 0.501

31 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX0.375 -13.021 0.029 0.501 0.375 -13.021 0.029 0.501

32 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX0.375 -13.021 0.029 0.501 0.375 -13.021 0.029 0.501

33 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX0.375 -13.021 0.029 0.501 0.375 -13.021 0.029 0.501

34 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX0.375 -13.021 0.029 0.501 0.375 -13.021 0.029 0.501

35 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ0.375 -12.455 0.028 0.501 0.375 -12.455 0.028 0.501

36 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ0.375 -12.455 0.028 0.501 0.375 -12.455 0.028 0.501

37 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ0.375 -12.455 0.028 0.501 0.375 -12.455 0.028 0.501

38 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ0.375 -12.455 0.028 0.501 0.375 -12.455 0.028 0.501

39 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ0.375 -13.495 0.03 0.501 0.375 -13.495 0.03 0.501

40 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ0.375 -13.495 0.03 0.501 0.375 -13.495 0.03 0.501

41 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ0.375 -13.495 0.03 0.501 0.375 -13.495 0.03 0.501

42 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ0.375 -13.495 0.03 0.501 0.375 -13.495 0.03 0.501

43 1.4Dead + 1.4DL + 1.4PT 0.375 -14.892 0.033 0.501 0.375 -14.892 0.033 0.501

44 1.2Dead + 1.2DL + 1.2PT + 0.72WLX0.375 -12.83 0.029 0.501 0.375 -12.83 0.029 0.501

45 1.2Dead + 1.2DL + 1.2PT + -0.72WLX0.375 -12.699 0.028 0.501 0.375 -12.699 0.028 0.501

46 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ0.375 -11.219 0.025 0.501 0.375 -11.219 0.025 0.501

47 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ0.375 -13.682 0.03 0.501 0.375 -13.682 0.03 0.501

BEAM SHEAR STRESS - Z DIRECTION

No. Load Location Shear Shear Allowable Location Shear Shear Allowable

Combination Crit Sect Crit Sect Stress Stress Near Supp Near Supp Stress Stress

m kN N/sq mm N/sq mm m kN N/sq mm N/sq mm

1 1.4Dead + 1.4DL + 1.4PE 0.075 1.011 0.002 0.501 0.075 1.011 0.002 0.501

2 1.4Dead + 1.4DL + 1.4PE + 1.4WLX1.425 -0.768 0.002 0.501 1.425 -0.768 0.002 0.501

3 1.4Dead + 1.4DL + 1.4PE + -1.4WLX0.075 1.254 0.003 0.501 0.075 1.254 0.003 0.501

4 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ0.075 5.568 0.012 0.501 0.075 5.568 0.012 0.501

5 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ1.425 -5.568 0.012 0.501 1.425 -5.568 0.012 0.501

6 1.4Dead + 1.4DL + 1.6LL + 1.4PO0.075 1.913 0.004 0.501 0.075 1.913 0.004 0.501

7 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL0.075 1.913 0.004 0.501 0.075 1.913 0.004 0.501

8 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL0.075 1.913 0.004 0.501 0.075 1.913 0.004 0.501

9 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL0.075 1.913 0.004 0.501 0.075 1.913 0.004 0.501

10 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.075 1.913 0.004 0.501 0.075 1.913 0.004 0.501

11 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX0.075 1.432 0.003 0.501 0.075 1.432 0.003 0.501

12 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX0.075 1.432 0.003 0.501 0.075 1.432 0.003 0.501

13 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX0.075 1.432 0.003 0.501 0.075 1.432 0.003 0.501

14 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX0.075 1.432 0.003 0.501 0.075 1.432 0.003 0.501

15 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX0.075 1.848 0.004 0.501 0.075 1.848 0.004 0.501

16 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX0.075 1.848 0.004 0.501 0.075 1.848 0.004 0.501

17 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX0.075 1.848 0.004 0.501 0.075 1.848 0.004 0.501

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DETAIL REPORT FOR F418 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX0.075 1.848 0.004 0.501 0.075 1.848 0.004 0.501

19 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ0.075 5.707 0.013 0.501 0.075 5.707 0.013 0.501

20 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ0.075 5.707 0.013 0.501 0.075 5.707 0.013 0.501

21 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ0.075 5.707 0.013 0.501 0.075 5.707 0.013 0.501

22 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ0.075 5.707 0.013 0.501 0.075 5.707 0.013 0.501

23 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ1.425 -4.106 0.009 0.501 1.425 -4.106 0.009 0.501

24 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ1.425 -4.106 0.009 0.501 1.425 -4.106 0.009 0.501

25 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ1.425 -4.106 0.009 0.501 1.425 -4.106 0.009 0.501

26 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ1.425 -4.106 0.009 0.501 1.425 -4.106 0.009 0.501

27 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX0.075 1.578 0.004 0.501 0.075 1.578 0.004 0.501

28 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX0.075 1.578 0.004 0.501 0.075 1.578 0.004 0.501

29 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX0.075 1.578 0.004 0.501 0.075 1.578 0.004 0.501

30 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX0.075 1.578 0.004 0.501 0.075 1.578 0.004 0.501

31 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX0.075 1.701 0.004 0.501 0.075 1.701 0.004 0.501

32 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX0.075 1.701 0.004 0.501 0.075 1.701 0.004 0.501

33 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX0.075 1.701 0.004 0.501 0.075 1.701 0.004 0.501

34 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX0.075 1.701 0.004 0.501 0.075 1.701 0.004 0.501

35 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ0.075 3.219 0.007 0.501 0.075 3.219 0.007 0.501

36 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ0.075 3.219 0.007 0.501 0.075 3.219 0.007 0.501

37 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ0.075 3.219 0.007 0.501 0.075 3.219 0.007 0.501

38 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ0.075 3.219 0.007 0.501 0.075 3.219 0.007 0.501

39 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ1.425 -1.809 0.004 0.501 1.425 -1.809 0.004 0.501

40 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ1.425 -1.809 0.004 0.501 1.425 -1.809 0.004 0.501

41 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ1.425 -1.809 0.004 0.501 1.425 -1.809 0.004 0.501

42 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ1.425 -1.809 0.004 0.501 1.425 -1.809 0.004 0.501

43 1.4Dead + 1.4DL + 1.4PT 0.075 1.007 0.002 0.501 0.075 1.007 0.002 0.501

44 1.2Dead + 1.2DL + 1.2PT + 0.72WLX1.425 -0.738 0.002 0.501 1.425 -0.738 0.002 0.501

45 1.2Dead + 1.2DL + 1.2PT + -0.72WLX1.425 -0.988 0.002 0.501 1.425 -0.988 0.002 0.501

46 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ0.075 3.189 0.007 0.501 0.075 3.189 0.007 0.501

47 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ1.425 -3.189 0.007 0.501 1.425 -3.189 0.007 0.501

Page 134: Design Calculation for Pipe Supports

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DETAIL REPORT FOR F4ALLOWABLE BEAM SHEAR STRESS - X DIRECTION - FACTORED LOAD COMBINATION 1

AT A CRITICAL SECTION

Concrete comp strength = fc' = 40 N/sq mm

Approx effective depth = d = 300 mm

Footing width = Lz = 1.5 m

Footing thickness = Df = 0.4 m

Shear strength reduction factor = f = 0.8

Critical section location = l = 0.375 m

Footing steel area = As = 1131 sq mm

Footing steel ratio percent = Rw = 100*As/bvd = 0.251

Reinft partial safety factor = Ym = 1.25

Allowable shear stress = fvc = 0.79*((100*As/bv*d)^(1/3))*((400/d)^(1/4))*((fc'/25)^(1/3))/Ym = 0.501 N/sq mm

Note: Allowable shear stress with enhancement may apply depending on the shear section location.

Page 135: Design Calculation for Pipe Supports

Page 68 of 133

Dimensional Solutions Mat3D Version 5.8.0 Date 9/11/2012

Foundation Name F5 Time 9:59:28 AM

Designed By: LITWIN PEL Engineer MCA Checker VBE

Filename:

DETAIL REPORT FOR F5

PROJECT INFORMATION

Project Name: PWRI UPGRADE AT BAB CL-5, CL-15, CL-16

Project Number: P11452

Client: ADCO

Project Location ABU DHABI

Foundation Description F5

DESIGN CODE BSI 8110 - 1997 INPUT UNITS SI OUTPUT UNITS SI

CONCRETE PARAMETERS: REINFORCING STEEL PARAMETERS:

Compressive Strength (N/sq mm) 40 Yield Strength (N/sq mm) 460

Unit Weight (kN/cu m) 24 Unit Weight (kN/cu m) 78

Pier Concrete Cover - X Dir (mm) 75 Modulus of Elasticity (kN/sq mm) 200

Pier Concrete Cover - Z Dir (mm) 75 Pier Min Rebar Spacing (mm) 100

Footing Side Concrete Cover - X Dir (mm) 75 Footing Min Rebar Spacing (mm) 100

Footing Side Concrete Cover - Z Dir (mm) 75 Footing Max Rebar Spacing (mm) 300

Footing Top Concrete Cover (mm) 75

Footing Bottom Concrete Cover - X Dir (mm) 75

SOIL PARAMETERS: REBAR PARAMETERS:

Unit Weight (kN/cu m) 18 Max Long Bar Size 20

Allowable Net Bearing Capacity (kN/sq m) 150 Min Long Bar Size 16

Bearing Capacity Method Linear Soil Pressure Max Tie Bar Size 12

Soil Type Granular Min Tie Bar Size 10

Passive Pressure Coefficient Kp 3 Max Ftg Bar Size 25

Soil To Concrete Friction f 0.3 Min Ftg Bar Size 10

Allowable Increase in Soil Pressure due to Short Term Loads (%) Temp & Shrinkage Steel Ratio 0.0018

Wind 0 Earthquake 0 Test 0

Min Stability Ratio 1.5

Safety Factor against Lateral Forces 1.5

MINIMUM FOUNDATION CRITERIA: BUOYANCY CRITERIA:

Depth of Footing Below Grade (mm) 1200 Consider Buoyancy: No

Minimum Soil Cover (mm) 700 Consider soil for buoyancy: No

Grade Elevation (mm) 100 Water table below grade (mm) 3000

Page 136: Design Calculation for Pipe Supports

Page 69 of 133

DETAIL REPORT FOR F5

APPLIED LOADS

P1

Load Axial Shear X Mom Z Shear Z Mom X

Case (kN) (kN) (kN m) (kN) (kN m)

1 - Dead 0.00 0.00 0.00 0.00 0.00

2 - DL 0.00 0.00 0.00 0.00 0.00

3 - LL 0.00 0.00 0.00 0.00 0.00

4 - PE 0.00 0.00 0.00 0.00 0.00

5 - PO 8.88 0.43 0.00 -0.12 0.00

6 - PT 12.09 -7.05 0.00 3.63 0.00

7 - FLT 8.70 0.41 0.00 -0.12 0.00

8 - FLL 0.00 0.00 0.00 0.00 0.00

9 - WLX 0.00 0.00 0.00 0.00 0.00

10 - WLZ 0.00 0.00 0.00 0.00 0.00

11 - EQX 0.00 0.00 0.00 0.00 0.00

12 - EQZ 0.00 0.00 0.00 0.00 0.00

Page 137: Design Calculation for Pipe Supports

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DETAIL REPORT FOR F5

UNFACTORED (ALLOWABLE) LOAD COMBINATIONS

P1

Load Axial Shear X Mom Z Shear Z Mom X

Comb (kN) (kN) (kN m) (kN) (kN m)

1 - Dead + DL + PE 0.00 0.00 0.00 0.00 0.00

2 - Dead + DL + PE + WLX 0.00 0.00 0.00 0.00 0.00

3 - Dead + DL + PE + -1WLX 0.00 0.00 0.00 0.00 0.00

4 - Dead + DL + PE + WLZ 0.00 0.00 0.00 0.00 0.00

5 - Dead + DL + PE + -1WLZ 0.00 0.00 0.00 0.00 0.00

6 - Dead + DL + LL + PO 8.88 0.43 0.00 -0.12 0.00

7 - Dead + DL + LL + PO + FLT + FLL 17.58 0.84 0.00 -0.24 0.00

8 - Dead + DL + LL + PO + -1FLT + FLL 0.19 0.03 0.00 -0.01 0.00

9 - Dead + DL + LL + PO + FLT + -1FLL 17.58 0.84 0.00 -0.24 0.00

10 - Dead + DL + LL + PO + -1FLT + -1FLL 0.19 0.03 0.00 -0.01 0.00

11 - Dead + DL + LL + PO + FLT + FLL + WLX 17.58 0.84 0.00 -0.24 0.00

12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 0.19 0.03 0.00 -0.01 0.00

13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 17.58 0.84 0.00 -0.24 0.00

14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 0.19 0.03 0.00 -0.01 0.00

15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 17.58 0.84 0.00 -0.24 0.00

16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 0.19 0.03 0.00 -0.01 0.00

17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 17.58 0.84 0.00 -0.24 0.00

18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 0.19 0.03 0.00 -0.01 0.00

19 - Dead + DL + LL + PO + FLT + FLL + WLZ 17.58 0.84 0.00 -0.24 0.00

20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 0.19 0.03 0.00 -0.01 0.00

21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 17.58 0.84 0.00 -0.24 0.00

22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 0.19 0.03 0.00 -0.01 0.00

23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 17.58 0.84 0.00 -0.24 0.00

24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 0.19 0.03 0.00 -0.01 0.00

25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 17.58 0.84 0.00 -0.24 0.00

26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 0.19 0.03 0.00 -0.01 0.00

27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 17.58 0.84 0.00 -0.24 0.00

28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 0.19 0.03 0.00 -0.01 0.00

29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 17.58 0.84 0.00 -0.24 0.00

30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX 0.19 0.03 0.00 -0.01 0.00

31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 17.58 0.84 0.00 -0.24 0.00

32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 0.19 0.03 0.00 -0.01 0.00

33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 17.58 0.84 0.00 -0.24 0.00

34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX 0.19 0.03 0.00 -0.01 0.00

35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 17.58 0.84 0.00 -0.24 0.00

36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 0.19 0.03 0.00 -0.01 0.00

37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 17.58 0.84 0.00 -0.24 0.00

38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 0.19 0.03 0.00 -0.01 0.00

39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 17.58 0.84 0.00 -0.24 0.00

40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 0.19 0.03 0.00 -0.01 0.00

41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 17.58 0.84 0.00 -0.24 0.00

42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ 0.19 0.03 0.00 -0.01 0.00

43 - Dead + DL + PT 12.09 -7.05 0.00 3.63 0.00

44 - Dead + DL + PT + 0.6WLX 12.09 -7.05 0.00 3.63 0.00

45 - Dead + DL + PT + -0.6WLX 12.09 -7.05 0.00 3.63 0.00

46 - Dead + DL + PT + 0.6WLZ 12.09 -7.05 0.00 3.63 0.00

47 - Dead + DL + PT + -0.6WLZ 12.09 -7.05 0.00 3.63 0.00

Page 138: Design Calculation for Pipe Supports

Page 71 of 133

DETAIL REPORT FOR F5

FACTORED (ULTIMATE) LOAD COMBINATIONS

P1

Load Axial Shear X Mom Z Shear Z Mom X

Comb (kN) (kN) (kN m) (kN) (kN m)

1 - 1.4Dead + 1.4DL + 1.4PE 0.00 0.00 0.00 0.00 0.00

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.00 0.00 0.00 0.00 0.00

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.00 0.00 0.00 0.00 0.00

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.00 0.00 0.00 0.00 0.00

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.00 0.00 0.00 0.00 0.00

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 12.43 0.60 0.00 -0.17 0.00

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 26.35 1.25 0.00 -0.35 0.00

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL -1.48 -0.05 0.00 0.01 0.00

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL26.35 1.25 0.00 -0.35 0.00

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL-1.48 -0.05 0.00 0.01 0.00

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX21.09 1.00 0.00 -0.28 0.00

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX0.22 0.03 0.00 -0.01 0.00

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX21.09 1.00 0.00 -0.28 0.00

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX0.22 0.03 0.00 -0.01 0.00

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX21.09 1.00 0.00 -0.28 0.00

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX0.22 0.03 0.00 -0.01 0.00

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX21.09 1.00 0.00 -0.28 0.00

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX0.22 0.03 0.00 -0.01 0.00

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ21.09 1.00 0.00 -0.28 0.00

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ0.22 0.03 0.00 -0.01 0.00

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ21.09 1.00 0.00 -0.28 0.00

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ0.22 0.03 0.00 -0.01 0.00

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ21.09 1.00 0.00 -0.28 0.00

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ0.22 0.03 0.00 -0.01 0.00

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ21.09 1.00 0.00 -0.28 0.00

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ0.22 0.03 0.00 -0.01 0.00

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX21.09 1.00 0.00 -0.28 0.00

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX0.22 0.03 0.00 -0.01 0.00

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX21.09 1.00 0.00 -0.28 0.00

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX0.22 0.03 0.00 -0.01 0.00

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX21.09 1.00 0.00 -0.28 0.00

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX0.22 0.03 0.00 -0.01 0.00

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX21.09 1.00 0.00 -0.28 0.00

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX0.22 0.03 0.00 -0.01 0.00

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ21.09 1.00 0.00 -0.28 0.00

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ0.22 0.03 0.00 -0.01 0.00

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ21.09 1.00 0.00 -0.28 0.00

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ0.22 0.03 0.00 -0.01 0.00

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ21.09 1.00 0.00 -0.28 0.00

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ0.22 0.03 0.00 -0.01 0.00

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ21.09 1.00 0.00 -0.28 0.00

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ0.22 0.03 0.00 -0.01 0.00

43 - 1.4Dead + 1.4DL + 1.4PT 16.93 -9.87 0.00 5.08 0.00

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 14.51 -8.46 0.00 4.35 0.00

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 14.51 -8.46 0.00 4.35 0.00

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 14.51 -8.46 0.00 4.35 0.00

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 14.51 -8.46 0.00 4.35 0.00

Page 139: Design Calculation for Pipe Supports

Page 72 of 133

DETAIL REPORT FOR F5

BEARING CAPACITY - LINEAR SOIL PRESSURE METHOD

Load Max All Ecc Ecc Moment Moment Rem

Comb Pressure Pressure Z Dir X Dir Z axis X axis

(kN/sq m) (kN/sq m) (cm) (cm) (kN-m) (kN-m)

1 - Dead + DL + PE 25.03 171.60 0.00 0.00 0.00 0.00

2 - Dead + DL + PE + WLX 25.03 171.60 0.00 0.00 0.00 0.00

3 - Dead + DL + PE + -1WLX 25.03 171.60 0.00 0.00 0.00 0.00

4 - Dead + DL + PE + WLZ 25.03 171.60 0.00 0.00 0.00 0.00

5 - Dead + DL + PE + -1WLZ 25.03 171.60 0.00 0.00 0.00 0.00

6 - Dead + DL + LL + PO 38.55 171.60 0.50 1.78 0.60 0.17

7 - Dead + DL + LL + PO + FLT + FLL 51.61 171.60 0.78 2.74 1.17 0.33

8 - Dead + DL + LL + PO + -1FLT + FLL 25.43 171.60 0.00 0.14 0.03 0.00

9 - Dead + DL + LL + PO + FLT + -1FLL 51.61 171.60 0.78 2.74 1.17 0.33

10 - Dead + DL + LL + PO + -1FLT + -1FLL 25.43 171.60 0.00 0.14 0.03 0.00

11 - Dead + DL + LL + PO + FLT + FLL + WLX 51.61 171.60 0.78 2.74 1.17 0.33

12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 25.43 171.60 0.00 0.14 0.03 0.00

13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 51.61 171.60 0.78 2.74 1.17 0.33

14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 25.43 171.60 0.00 0.14 0.03 0.00

15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 51.61 171.60 0.78 2.74 1.17 0.33

16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 25.43 171.60 0.00 0.14 0.03 0.00

17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 51.61 171.60 0.78 2.74 1.17 0.33

18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 25.43 171.60 0.00 0.14 0.03 0.00

19 - Dead + DL + LL + PO + FLT + FLL + WLZ 51.61 171.60 0.78 2.74 1.17 0.33

20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 25.43 171.60 0.00 0.14 0.03 0.00

21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 51.61 171.60 0.78 2.74 1.17 0.33

22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 25.43 171.60 0.00 0.14 0.03 0.00

23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 51.61 171.60 0.78 2.74 1.17 0.33

24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 25.43 171.60 0.00 0.14 0.03 0.00

25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 51.61 171.60 0.78 2.74 1.17 0.33

26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 25.43 171.60 0.00 0.14 0.03 0.00

27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 51.61 171.60 0.78 2.74 1.17 0.33

28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 25.43 171.60 0.00 0.14 0.03 0.00

29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 51.61 171.60 0.78 2.74 1.17 0.33

30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX25.43 171.60 0.00 0.14 0.03 0.00

31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 51.61 171.60 0.78 2.74 1.17 0.33

32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 25.43 171.60 0.00 0.14 0.03 0.00

33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 51.61 171.60 0.78 2.74 1.17 0.33

34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX25.43 171.60 0.00 0.14 0.03 0.00

35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 51.61 171.60 0.78 2.74 1.17 0.33

36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 25.43 171.60 0.00 0.14 0.03 0.00

37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 51.61 171.60 0.78 2.74 1.17 0.33

38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 25.43 171.60 0.00 0.14 0.03 0.00

39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 51.61 171.60 0.78 2.74 1.17 0.33

40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 25.43 171.60 0.00 0.14 0.03 0.00

41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 51.61 171.60 0.78 2.74 1.17 0.33

42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ25.43 171.60 0.00 0.14 0.03 0.00

43 - Dead + DL + PT 158.80 171.60 13.68 26.59 9.87 5.08

44 - Dead + DL + PT + 0.6WLX 158.80 171.60 13.68 26.59 9.87 5.08

45 - Dead + DL + PT + -0.6WLX 158.80 171.60 13.68 26.59 9.87 5.08

46 - Dead + DL + PT + 0.6WLZ 158.80 171.60 13.68 26.59 9.87 5.08

47 - Dead + DL + PT + -0.6WLZ 158.80 171.60 13.68 26.59 9.87 5.08

Page 140: Design Calculation for Pipe Supports

Page 73 of 133

DETAIL REPORT FOR F5

STABILITY RATIO / SLIDING SAFETY FACTOR

Load S.R. S.R. All Sliding Sliding All Remarks

Comb Z Dir X Dir S.R. FS - Z FS - X FS

1 - Dead + DL + PE 100.00 100.00 1.50 100.00 100.00 1.50

2 - Dead + DL + PE + WLX 100.00 100.00 1.50 100.00 100.00 1.50

3 - Dead + DL + PE + -1WLX 100.00 100.00 1.50 100.00 100.00 1.50

4 - Dead + DL + PE + WLZ 100.00 100.00 1.50 100.00 100.00 1.50

5 - Dead + DL + PE + -1WLZ 100.00 100.00 1.50 100.00 100.00 1.50

6 - Dead + DL + LL + PO 99.28 28.17 1.50 100.00 63.22 1.50

7 - Dead + DL + LL + PO + FLT + FLL 64.21 18.22 1.50 100.00 35.68 1.50

8 - Dead + DL + LL + PO + -1FLT + FLL 100.00 100.00 1.50 100.00 100.00 1.50

9 - Dead + DL + LL + PO + FLT + -1FLL 64.21 18.22 1.50 100.00 35.68 1.50

10 - Dead + DL + LL + PO + -1FLT + -1FLL 100.00 100.00 1.50 100.00 100.00 1.50

11 - Dead + DL + LL + PO + FLT + FLL + WLX 64.21 18.22 1.50 100.00 35.68 1.50

12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 100.00 100.00 1.50 100.00 100.00 1.50

13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 64.21 18.22 1.50 100.00 35.68 1.50

14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 100.00 100.00 1.50 100.00 100.00 1.50

15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 64.21 18.22 1.50 100.00 35.68 1.50

16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 100.00 100.00 1.50 100.00 100.00 1.50

17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 64.21 18.22 1.50 100.00 35.68 1.50

18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 100.00 100.00 1.50 100.00 100.00 1.50

19 - Dead + DL + LL + PO + FLT + FLL + WLZ 64.21 18.22 1.50 100.00 35.68 1.50

20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 100.00 100.00 1.50 100.00 100.00 1.50

21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 64.21 18.22 1.50 100.00 35.68 1.50

22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 100.00 100.00 1.50 100.00 100.00 1.50

23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 64.21 18.22 1.50 100.00 35.68 1.50

24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 100.00 100.00 1.50 100.00 100.00 1.50

25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 64.21 18.22 1.50 100.00 35.68 1.50

26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 100.00 100.00 1.50 100.00 100.00 1.50

27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 64.21 18.22 1.50 100.00 35.68 1.50

28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 100.00 100.00 1.50 100.00 100.00 1.50

29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 64.21 18.22 1.50 100.00 35.68 1.50

30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX100.00 100.00 1.50 100.00 100.00 1.50

31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 64.21 18.22 1.50 100.00 35.68 1.50

32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX100.00 100.00 1.50 100.00 100.00 1.50

33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 64.21 18.22 1.50 100.00 35.68 1.50

34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX100.00 100.00 1.50 100.00 100.00 1.50

35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 64.21 18.22 1.50 100.00 35.68 1.50

36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 100.00 100.00 1.50 100.00 100.00 1.50

37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 64.21 18.22 1.50 100.00 35.68 1.50

38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ100.00 100.00 1.50 100.00 100.00 1.50

39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 64.21 18.22 1.50 100.00 35.68 1.50

40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 100.00 100.00 1.50 100.00 100.00 1.50

41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 64.21 18.22 1.50 100.00 35.68 1.50

42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ100.00 100.00 1.50 100.00 100.00 1.50

43 - Dead + DL + PT 3.66 1.88 1.50 7.76 3.99 1.50

44 - Dead + DL + PT + 0.6WLX 3.66 1.88 1.50 7.76 3.99 1.50

45 - Dead + DL + PT + -0.6WLX 3.66 1.88 1.50 7.76 3.99 1.50

46 - Dead + DL + PT + 0.6WLZ 3.66 1.88 1.50 7.76 3.99 1.50

47 - Dead + DL + PT + -0.6WLZ 3.66 1.88 1.50 7.76 3.99 1.50

Page 141: Design Calculation for Pipe Supports

Page 74 of 133

DETAIL REPORT FOR F5

FOOTING DESIGN INFORMATION

X Dim (mm) 1000.00

Z Dim (mm) 1000.00

Thickness (mm) 300.00

Top Steel

Governing No of Bar Bar Area Area Moment Direction

Combination Bars Size Spac Prov Req

(mm) (mm) (sq cm/m) (sq cm/m) (kN m/m)

43. 1.4Dead + 1.4DL + 1.4PT 9 12 100 10.18 0.16 -1 X

43. 1.4Dead + 1.4DL + 1.4PT 9 12 100 10.18 0.06 -1 Z

Bottom Steel

Governing No of Bar Bar Area Area Moment Direction

Combination Bars Size Spac Prov Req

(mm) (mm) (sq cm/m) (sq cm/m) (kN m/m)

43. 1.4Dead + 1.4DL + 1.4PT 9 12 100 10.18 5.4 4 X

43. 1.4Dead + 1.4DL + 1.4PT 9 12 100 10.18 5.4 3 Z

PUNCHING SHEAR

P1

Control Net Ult Punch. All Rem

Comb Load Stress Stress

(kN) (N/sq mm) (N/sq mm)

43. 1.4Dead + 1.4DL + 1.4PT 42.22 0.00 0.70

Page 142: Design Calculation for Pipe Supports

Page 75 of 133

DETAIL REPORT FOR F5

MAXIMUM SHEAR - X DIRECTION

Load Left Max Shear All Rem

Comb Dist Shear Stress Stress

(m) (kN) (N/sq mm) (N/sq mm)

1 - 1.4Dead + 1.4DL + 1.4PE 0.10 0.59 0.00 0.70

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.10 0.59 0.00 0.70

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.10 0.59 0.00 0.70

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.10 0.59 0.00 0.70

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.10 0.59 0.00 0.70

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.90 -2.29 0.01 0.70

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.90 -4.17 0.02 0.70

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.10 0.48 0.00 0.70

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.90 -4.17 0.02 0.70

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.10 0.48 0.00 0.70

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX0.90 -3.37 0.02 0.70

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX0.90 -0.55 0.00 0.70

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX0.90 -3.37 0.02 0.70

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX0.90 -0.55 0.00 0.70

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX0.90 -3.37 0.02 0.70

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX0.90 -0.55 0.00 0.70

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX0.90 -3.37 0.02 0.70

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX0.90 -0.55 0.00 0.70

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ0.90 -3.37 0.02 0.70

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ0.90 -0.55 0.00 0.70

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ0.90 -3.37 0.02 0.70

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ0.90 -0.55 0.00 0.70

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ0.90 -3.37 0.02 0.70

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ0.90 -0.55 0.00 0.70

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ0.90 -3.37 0.02 0.70

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ0.90 -0.55 0.00 0.70

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX0.90 -3.37 0.02 0.70

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX0.90 -0.55 0.00 0.70

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX0.90 -3.37 0.02 0.70

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX0.90 -0.55 0.00 0.70

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX0.90 -3.37 0.02 0.70

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX0.90 -0.55 0.00 0.70

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX0.90 -3.37 0.02 0.70

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX0.90 -0.55 0.00 0.70

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ0.90 -3.37 0.02 0.70

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ0.90 -0.55 0.00 0.70

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ0.90 -3.37 0.02 0.70

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ0.90 -0.55 0.00 0.70

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ0.90 -3.37 0.02 0.70

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ0.90 -0.55 0.00 0.70

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ0.90 -3.37 0.02 0.70

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ0.90 -0.55 0.00 0.70

43 - 1.4Dead + 1.4DL + 1.4PT 0.10 10.83 0.05 0.70

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.10 9.29 0.05 0.70

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.10 9.29 0.05 0.70

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.10 9.29 0.05 0.70

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.10 9.29 0.05 0.70

Page 143: Design Calculation for Pipe Supports

Page 76 of 133

DETAIL REPORT FOR F5

MAXIMUM SHEAR - Z DIRECTION

Load Bottom Max Shear All Rem

Comb Dist Shear Stress Stress

(m) (kN) (N/sq mm) (N/sq mm)

1 - 1.4Dead + 1.4DL + 1.4PE 0.10 0.59 0.00 0.70

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.10 0.59 0.00 0.70

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.10 0.59 0.00 0.70

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.10 0.59 0.00 0.70

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.10 0.59 0.00 0.70

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.10 1.96 0.01 0.70

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.10 3.49 0.02 0.70

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.10 0.44 0.00 0.70

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.10 3.49 0.02 0.70

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.10 0.44 0.00 0.70

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX0.10 2.83 0.01 0.70

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX0.90 -0.53 0.00 0.70

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX0.10 2.83 0.01 0.70

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX0.90 -0.53 0.00 0.70

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX0.10 2.83 0.01 0.70

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX0.90 -0.53 0.00 0.70

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX0.10 2.83 0.01 0.70

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX0.90 -0.53 0.00 0.70

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ0.10 2.83 0.01 0.70

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ0.90 -0.53 0.00 0.70

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ0.10 2.83 0.01 0.70

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ0.90 -0.53 0.00 0.70

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ0.10 2.83 0.01 0.70

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ0.90 -0.53 0.00 0.70

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ0.10 2.83 0.01 0.70

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ0.90 -0.53 0.00 0.70

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX0.10 2.83 0.01 0.70

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX0.90 -0.53 0.00 0.70

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX0.10 2.83 0.01 0.70

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX0.90 -0.53 0.00 0.70

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX0.10 2.83 0.01 0.70

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX0.90 -0.53 0.00 0.70

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX0.10 2.83 0.01 0.70

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX0.90 -0.53 0.00 0.70

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ0.10 2.83 0.01 0.70

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ0.90 -0.53 0.00 0.70

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ0.10 2.83 0.01 0.70

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ0.90 -0.53 0.00 0.70

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ0.10 2.83 0.01 0.70

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ0.90 -0.53 0.00 0.70

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ0.10 2.83 0.01 0.70

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ0.90 -0.53 0.00 0.70

43 - 1.4Dead + 1.4DL + 1.4PT 0.90 -6.12 0.03 0.70

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.90 -5.25 0.03 0.70

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.90 -5.25 0.03 0.70

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.90 -5.25 0.03 0.70

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.90 -5.25 0.03 0.70

Page 144: Design Calculation for Pipe Supports

Page 77 of 133

DETAIL REPORT FOR F5

PIER/BASE PLATE DESIGN INFORMATION

P1

X Dim (mm) 400.00

Z Dim (mm) 400.00

Height above grade (mm) 200.00

X Offset (mm) 500.00

Z Offset (mm) 500.00

Requested Reinft. Ratio 0.0018

Provided Reinft. Ratio 0.0101

Long Bar Size (mm) 16

Bars in X Dir 3

Bars in Z Dir 3

Total Long Bars 8

Tie Bar Size (mm) 12

Total No. of Ties 9

Major Tie Spacing (mm) 150

Page 145: Design Calculation for Pipe Supports

Page 78 of 133

DETAIL REPORT FOR F5

PIER ULTIMATE LOAD CAPACITIES

P1

Load Axial Axial Mom X Mom X Mom Z Mom Z Rem

Comb Load Capa. Capa Capa

(kN) (kN) (kN m) (kN m) (kN m) (kN m)

1 - 1.4Dead + 1.4DL + 1.4PE 5.91 5.97 0.12 118.59 0.12 118.59

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 5.91 5.97 0.12 118.59 0.12 118.59

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 5.91 5.97 0.12 118.59 0.12 118.59

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 5.91 5.97 0.12 118.59 0.12 118.59

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 5.91 5.97 0.12 118.59 0.12 118.59

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 18.35 2664.18 0.37 53.13 0.66 97.41

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 32.26 2686.47 0.65 53.73 1.38 114.50

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 4.44 4.48 0.09 118.59 0.09 118.59

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL32.26 2686.47 0.65 53.73 1.38 114.50

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL4.44 4.48 0.09 118.59 0.09 118.59

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX26.16 2686.47 0.52 53.73 1.10 113.18

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX5.29 5.35 0.11 118.59 0.11 118.59

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX26.16 2686.47 0.52 53.73 1.10 113.18

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX5.29 5.35 0.11 118.59 0.11 118.59

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX26.16 2686.47 0.52 53.73 1.10 113.18

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX5.29 5.35 0.11 118.59 0.11 118.59

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX26.16 2686.47 0.52 53.73 1.10 113.18

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX5.29 5.35 0.11 118.59 0.11 118.59

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ26.16 2686.47 0.52 53.73 1.10 113.18

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ5.29 5.35 0.11 118.59 0.11 118.59

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ26.16 2686.47 0.52 53.73 1.10 113.18

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ5.29 5.35 0.11 118.59 0.11 118.59

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ26.16 2686.47 0.52 53.73 1.10 113.18

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ5.29 5.35 0.11 118.59 0.11 118.59

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ26.16 2686.47 0.52 53.73 1.10 113.18

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ5.29 5.35 0.11 118.59 0.11 118.59

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX26.16 2686.47 0.52 53.73 1.10 113.18

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX5.29 5.35 0.11 118.59 0.11 118.59

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX26.16 2686.47 0.52 53.73 1.10 113.18

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX5.29 5.35 0.11 118.59 0.11 118.59

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX26.16 2686.47 0.52 53.73 1.10 113.18

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX5.29 5.35 0.11 118.59 0.11 118.59

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX26.16 2686.47 0.52 53.73 1.10 113.18

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX5.29 5.35 0.11 118.59 0.11 118.59

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ26.16 2686.47 0.52 53.73 1.10 113.18

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ5.29 5.35 0.11 118.59 0.11 118.59

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ26.16 2686.47 0.52 53.73 1.10 113.18

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ5.29 5.35 0.11 118.59 0.11 118.59

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ26.16 2686.47 0.52 53.73 1.10 113.18

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ5.29 5.35 0.11 118.59 0.11 118.59

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ26.16 2686.47 0.52 53.73 1.10 113.18

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ5.29 5.35 0.11 118.59 0.11 118.59

43 - 1.4Dead + 1.4DL + 1.4PT 22.84 249.69 5.59 60.88 10.86 118.19

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 19.58 249.69 4.79 60.88 9.31 118.19

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 19.58 249.69 4.79 60.88 9.31 118.19

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 19.58 249.69 4.79 60.88 9.31 118.19

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 19.58 249.69 4.79 60.88 9.31 118.19

Page 146: Design Calculation for Pipe Supports

Page 79 of 133

DETAIL REPORT FOR F5

Page 147: Design Calculation for Pipe Supports

Page 80 of 133

DETAIL REPORT FOR F5

SELF WEIGHTS AND APPLIED EXTERNAL LOAD

No. Load Combination Load Elem Soil Mat App Axial Tot Axial Buoyant

Weight Weight Weight Load Load Load

kN kN kN kN kN kN

1 Dead + DL + PE 4.22 13.61 7.2 0 25.03 0

2 Dead + DL + PE + WLX 4.22 13.61 7.2 0 25.03 0

3 Dead + DL + PE + -1WLX 4.22 13.61 7.2 0 25.03 0

4 Dead + DL + PE + WLZ 4.22 13.61 7.2 0 25.03 0

5 Dead + DL + PE + -1WLZ 4.22 13.61 7.2 0 25.03 0

6 Dead + DL + LL + PO 4.22 13.61 7.2 8.88 33.91 0

7 Dead + DL + LL + PO + FLT + FLL 4.22 13.61 7.2 17.58 42.61 0

8 Dead + DL + LL + PO + -1FLT + FLL 4.22 13.61 7.2 0.19 25.22 0

9 Dead + DL + LL + PO + FLT + -1FLL 4.22 13.61 7.2 17.58 42.61 0

10 Dead + DL + LL + PO + -1FLT + -1FLL 4.22 13.61 7.2 0.19 25.22 0

11 Dead + DL + LL + PO + FLT + FLL + WLX 4.22 13.61 7.2 17.58 42.61 0

12 Dead + DL + LL + PO + -1FLT + FLL + WLX4.22 13.61 7.2 0.19 25.22 0

13 Dead + DL + LL + PO + FLT + -1FLL + WLX4.22 13.61 7.2 17.58 42.61 0

14 Dead + DL + LL + PO + -1FLT + -1FLL + WLX4.22 13.61 7.2 0.19 25.22 0

15 Dead + DL + LL + PO + FLT + FLL + -1WLX4.22 13.61 7.2 17.58 42.61 0

16 Dead + DL + LL + PO + -1FLT + FLL + -1WLX4.22 13.61 7.2 0.19 25.22 0

17 Dead + DL + LL + PO + FLT + -1FLL + -1WLX4.22 13.61 7.2 17.58 42.61 0

18 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX4.22 13.61 7.2 0.19 25.22 0

19 Dead + DL + LL + PO + FLT + FLL + WLZ 4.22 13.61 7.2 17.58 42.61 0

20 Dead + DL + LL + PO + -1FLT + FLL + WLZ4.22 13.61 7.2 0.19 25.22 0

21 Dead + DL + LL + PO + FLT + -1FLL + WLZ4.22 13.61 7.2 17.58 42.61 0

22 Dead + DL + LL + PO + -1FLT + -1FLL + WLZ4.22 13.61 7.2 0.19 25.22 0

23 Dead + DL + LL + PO + FLT + FLL + -1WLZ4.22 13.61 7.2 17.58 42.61 0

24 Dead + DL + LL + PO + -1FLT + FLL + -1WLZ4.22 13.61 7.2 0.19 25.22 0

25 Dead + DL + LL + PO + FLT + -1FLL + -1WLZ4.22 13.61 7.2 17.58 42.61 0

26 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ4.22 13.61 7.2 0.19 25.22 0

27 Dead + DL + LL + PO + FLT + FLL + 0.715EQX4.22 13.61 7.2 17.58 42.61 0

28 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX4.22 13.61 7.2 0.19 25.22 0

29 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX4.22 13.61 7.2 17.58 42.61 0

30 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX4.22 13.61 7.2 0.19 25.22 0

31 Dead + DL + LL + PO + FLT + FLL + -0.715EQX4.22 13.61 7.2 17.58 42.61 0

32 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX4.22 13.61 7.2 0.19 25.22 0

33 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX4.22 13.61 7.2 17.58 42.61 0

34 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX4.22 13.61 7.2 0.19 25.22 0

35 Dead + DL + LL + PO + FLT + FLL + 0.715EQZ4.22 13.61 7.2 17.58 42.61 0

36 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ4.22 13.61 7.2 0.19 25.22 0

37 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ4.22 13.61 7.2 17.58 42.61 0

38 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ4.22 13.61 7.2 0.19 25.22 0

39 Dead + DL + LL + PO + FLT + FLL + -0.715EQZ4.22 13.61 7.2 17.58 42.61 0

40 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ4.22 13.61 7.2 0.19 25.22 0

41 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ4.22 13.61 7.2 17.58 42.61 0

42 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ4.22 13.61 7.2 0.19 25.22 0

43 Dead + DL + PT 4.22 13.61 7.2 12.09 37.12 0

44 Dead + DL + PT + 0.6WLX 4.22 13.61 7.2 12.09 37.12 0

45 Dead + DL + PT + -0.6WLX 4.22 13.61 7.2 12.09 37.12 0

46 Dead + DL + PT + 0.6WLZ 4.22 13.61 7.2 12.09 37.12 0

47 Dead + DL + PT + -0.6WLZ 4.22 13.61 7.2 12.09 37.12 0

Page 148: Design Calculation for Pipe Supports

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DETAIL REPORT FOR F5SOIL BEARING RESULTS - LINEAR SOIL PRESSURE METHOD

No. Load Combination Max Min X Comp Z Comp Area in % in

Bearing Bearing Len Len Comp Comp

kN/sq m kN/sq m m m sq m

1 Dead + DL + PE 25.032 25.032 1 1 1 100

2 Dead + DL + PE + WLX 25.032 25.032 1 1 1 100

3 Dead + DL + PE + -1WLX 25.032 25.032 1 1 1 100

4 Dead + DL + PE + WLZ 25.032 25.032 1 1 1 100

5 Dead + DL + PE + -1WLZ 25.032 25.032 1 1 1 100

6 Dead + DL + LL + PO 38.551 29.277 5.337 18.809 1 100

7 Dead + DL + LL + PO + FLT + FLL 51.614 33.604 3.679 12.963 1 100

8 Dead + DL + LL + PO + -1FLT + FLL 25.429 25.009 1 1 1 100

9 Dead + DL + LL + PO + FLT + -1FLL 51.614 33.604 3.679 12.963 1 100

10 Dead + DL + LL + PO + -1FLT + -1FLL 25.429 25.009 1 1 1 100

11 Dead + DL + LL + PO + FLT + FLL + WLX51.614 33.604 3.679 12.963 1 100

12 Dead + DL + LL + PO + -1FLT + FLL + WLX25.429 25.009 1 1 1 100

13 Dead + DL + LL + PO + FLT + -1FLL + WLX51.614 33.604 3.679 12.963 1 100

14 Dead + DL + LL + PO + -1FLT + -1FLL + WLX25.429 25.009 1 1 1 100

15 Dead + DL + LL + PO + FLT + FLL + -1WLX51.614 33.604 3.679 12.963 1 100

16 Dead + DL + LL + PO + -1FLT + FLL + -1WLX25.429 25.009 1 1 1 100

17 Dead + DL + LL + PO + FLT + -1FLL + -1WLX51.614 33.604 3.679 12.963 1 100

18 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX25.429 25.009 1 1 1 100

19 Dead + DL + LL + PO + FLT + FLL + WLZ51.614 33.604 3.679 12.963 1 100

20 Dead + DL + LL + PO + -1FLT + FLL + WLZ25.429 25.009 1 1 1 100

21 Dead + DL + LL + PO + FLT + -1FLL + WLZ51.614 33.604 3.679 12.963 1 100

22 Dead + DL + LL + PO + -1FLT + -1FLL + WLZ25.429 25.009 1 1 1 100

23 Dead + DL + LL + PO + FLT + FLL + -1WLZ51.614 33.604 3.679 12.963 1 100

24 Dead + DL + LL + PO + -1FLT + FLL + -1WLZ25.429 25.009 1 1 1 100

25 Dead + DL + LL + PO + FLT + -1FLL + -1WLZ51.614 33.604 3.679 12.963 1 100

26 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ25.429 25.009 1 1 1 100

27 Dead + DL + LL + PO + FLT + FLL + 0.715EQX51.614 33.604 3.679 12.963 1 100

28 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX25.429 25.009 1 1 1 100

29 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX51.614 33.604 3.679 12.963 1 100

30 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX25.429 25.009 1 1 1 100

31 Dead + DL + LL + PO + FLT + FLL + -0.715EQX51.614 33.604 3.679 12.963 1 100

32 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX25.429 25.009 1 1 1 100

33 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX51.614 33.604 3.679 12.963 1 100

34 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX25.429 25.009 1 1 1 100

35 Dead + DL + LL + PO + FLT + FLL + 0.715EQZ51.614 33.604 3.679 12.963 1 100

36 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ25.429 25.009 1 1 1 100

37 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ51.614 33.604 3.679 12.963 1 100

38 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ25.429 25.009 1 1 1 100

39 Dead + DL + LL + PO + FLT + FLL + -0.715EQZ51.614 33.604 3.679 12.963 1 100

40 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ25.429 25.009 1 1 1 100

41 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ51.614 33.604 3.679 12.963 1 100

42 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ25.429 25.009 1 1 1 100

43 Dead + DL + PT 158.801 0 0.91 1.651 0.681 68.095

44 Dead + DL + PT + 0.6WLX 158.801 0 0.91 1.651 0.681 68.095

45 Dead + DL + PT + -0.6WLX 158.801 0 0.91 1.651 0.681 68.095

46 Dead + DL + PT + 0.6WLZ 158.801 0 0.91 1.651 0.681 68.095

47 Dead + DL + PT + -0.6WLZ 158.801 0 0.91 1.651 0.681 68.095

BEARING PRESSURE CALCULATION FOR UNFACTORED LOAD COMBINATION 47

Eccentricity condition: Biaxial eccentricity

Eccentricity - Z direction = Ecc,z = 136.787 mm

Eccentricity - X direction = Ecc,x = 265.88 mm

Total Axial Load = P = 37.12 kN

Footing length = Lx = 1 m

Footing width = Lz = 1 m

Mat Area A = Lx * Lz = 1 sq m

Soil overburden = S = 21.6 kN/sq m

Gross bearing pressure = Gbp = Solved by trial and error method 158.801 kN/sq m

Net soil bearing = Nbp = Gbp - S = 137.201 kN/sq m

Page 149: Design Calculation for Pipe Supports

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DETAIL REPORT FOR F5STABILITY RATIO CALCULATIONS

No. Load Combination Overturn Resist SRx Overturn Resist SRz

Mom - X Mom - X Mom - Z Mom - Z

kNm kNm kNm kNm

1 Dead + DL + PE 0 12.516 100 0 12.516 100

2 Dead + DL + PE + WLX 0 12.516 100 0 12.516 100

3 Dead + DL + PE + -1WLX 0 12.516 100 0 12.516 100

4 Dead + DL + PE + WLZ 0 12.516 100 0 12.516 100

5 Dead + DL + PE + -1WLZ 0 12.516 100 0 12.516 100

6 Dead + DL + LL + PO 0.602 16.957 28.168 0.171 16.957 99.28

7 Dead + DL + LL + PO + FLT + FLL 1.169 21.305 18.225 0.332 21.305 64.209

8 Dead + DL + LL + PO + -1FLT + FLL 0.035 12.61 100 0 12.61 100

9 Dead + DL + LL + PO + FLT + -1FLL 1.169 21.305 18.225 0.332 21.305 64.209

10 Dead + DL + LL + PO + -1FLT + -1FLL 0.035 12.61 100 0 12.61 100

11 Dead + DL + LL + PO + FLT + FLL + WLX1.169 21.305 18.225 0.332 21.305 64.209

12 Dead + DL + LL + PO + -1FLT + FLL + WLX0.035 12.61 100 0 12.61 100

13 Dead + DL + LL + PO + FLT + -1FLL + WLX1.169 21.305 18.225 0.332 21.305 64.209

14 Dead + DL + LL + PO + -1FLT + -1FLL + WLX0.035 12.61 100 0 12.61 100

15 Dead + DL + LL + PO + FLT + FLL + -1WLX1.169 21.305 18.225 0.332 21.305 64.209

16 Dead + DL + LL + PO + -1FLT + FLL + -1WLX0.035 12.61 100 0 12.61 100

17 Dead + DL + LL + PO + FLT + -1FLL + -1WLX1.169 21.305 18.225 0.332 21.305 64.209

18 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX0.035 12.61 100 0 12.61 100

19 Dead + DL + LL + PO + FLT + FLL + WLZ1.169 21.305 18.225 0.332 21.305 64.209

20 Dead + DL + LL + PO + -1FLT + FLL + WLZ0.035 12.61 100 0 12.61 100

21 Dead + DL + LL + PO + FLT + -1FLL + WLZ1.169 21.305 18.225 0.332 21.305 64.209

22 Dead + DL + LL + PO + -1FLT + -1FLL + WLZ0.035 12.61 100 0 12.61 100

23 Dead + DL + LL + PO + FLT + FLL + -1WLZ1.169 21.305 18.225 0.332 21.305 64.209

24 Dead + DL + LL + PO + -1FLT + FLL + -1WLZ0.035 12.61 100 0 12.61 100

25 Dead + DL + LL + PO + FLT + -1FLL + -1WLZ1.169 21.305 18.225 0.332 21.305 64.209

26 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ0.035 12.61 100 0 12.61 100

27 Dead + DL + LL + PO + FLT + FLL + 0.715EQX1.169 21.305 18.225 0.332 21.305 64.209

28 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX0.035 12.61 100 0 12.61 100

29 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX1.169 21.305 18.225 0.332 21.305 64.209

30 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX0.035 12.61 100 0 12.61 100

31 Dead + DL + LL + PO + FLT + FLL + -0.715EQX1.169 21.305 18.225 0.332 21.305 64.209

32 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX0.035 12.61 100 0 12.61 100

33 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX1.169 21.305 18.225 0.332 21.305 64.209

34 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX0.035 12.61 100 0 12.61 100

35 Dead + DL + LL + PO + FLT + FLL + 0.715EQZ1.169 21.305 18.225 0.332 21.305 64.209

36 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ0.035 12.61 100 0 12.61 100

37 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ1.169 21.305 18.225 0.332 21.305 64.209

38 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ0.035 12.61 100 0 12.61 100

39 Dead + DL + LL + PO + FLT + FLL + -0.715EQZ1.169 21.305 18.225 0.332 21.305 64.209

40 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ0.035 12.61 100 0 12.61 100

41 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ1.169 21.305 18.225 0.332 21.305 64.209

42 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ0.035 12.61 100 0 12.61 100

43 Dead + DL + PT 9.87 18.561 1.881 5.078 18.561 3.655

44 Dead + DL + PT + 0.6WLX 9.87 18.561 1.881 5.078 18.561 3.655

45 Dead + DL + PT + -0.6WLX 9.87 18.561 1.881 5.078 18.561 3.655

46 Dead + DL + PT + 0.6WLZ 9.87 18.561 1.881 5.078 18.561 3.655

47 Dead + DL + PT + -0.6WLZ 9.87 18.561 1.881 5.078 18.561 3.655

Note: Stability ratio values greater than 100 are displayed as 100.

Page 150: Design Calculation for Pipe Supports

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DETAIL REPORT FOR F5SLIDING RESISTANCE CALCULATION - X DIRECTION - UNFACTORED LOAD COMBINATION 47

Effective footing width = Lz = 1 m

Effective footing length = Lx = 1 m

Footing thickness = h = 0.3 m

Soil cover = h1 = 0.9 m

Soil unit weight = Y = 18 kN/cu m

Passive Pressure at the p1 = Yh1 = 16.2 kN/sq m

top of the base

Passive Pressure at the p2 = Y(h + h1) = 21.6 kN/sq m

bottom of the base

Passive resistance R1 = 0.5*Lz*h*(p1+p2) = 5.67 kN

Passive pressure coeff. Kp = 3

Friction coeff. u = 0.3

Total Axial Load P = 37.12 kN

Total Passive resistance R2 = R1*Kp = 17.01 kN

Friction resistance R3 = u*P = 11.136 kN

Total lateral resistance R = R2+R3 = 28.146 kN

Total applied lateral load S = 7.05 kN

Sliding Factor of Safety FS,slid = R/S = 3.992

Note: Sliding factor of safety value greater than 100 is displayed as 100.

SLIDING RESISTANCE CALCULATION - Z DIRECTION - UNFACTORED LOAD COMBINATION 47

Effective footing width = Lx = 1 m

Effective footing length = Lz = 1 m

Footing thickness = h = 0.3 m

Soil cover = h1 = 0.9 m

Soil unit weight = Y = 18 kN/cu m

Passive Pressure at the p1 = Yh1 = 16.2 kN/sq m

top of the base

Passive Pressure at the p2 = Y(h + h1) = 21.6 kN/sq m

bottom of the base

Passive resistance R1 = 0.5*Lx*h*(p1+p2) = 5.67 kN

Passive pressure coeff. Kp = 3

Friction coeff. u = 0.3

Total Axial Load P = 37.12 kN

Total Passive resistance R2 = R1*Kp = 17.01 kN

Friction resistance R3 = u*P = 11.136 kN

Total lateral resistance R = R2+R3 = 28.146 kN

Total applied lateral load S = 3.627 kN

Sliding Factor of Safety FS,slid = R/S = 7.76

Note: Sliding factor of safety value greater than 100 is displayed as 100.

FACTORED LOADS - SOIL BEARING VALUES

No. Load Combination Max X Min X Max Z Min Z

Bearing Bearing Bearing Bearing

kN/sq m kN/sq m kN/sq m kN/sq m

1 1.4Dead + 1.4DL + 1.4PE 35.045 35.045 35.045 35.045

2 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 35.045 35.045 35.045 35.045

3 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 35.045 35.045 35.045 35.045

4 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 35.045 35.045 35.045 35.045

5 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 35.045 35.045 35.045 35.045

6 1.4Dead + 1.4DL + 1.6LL + 1.4PO 52.536 42.423 48.914 46.045

7 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL71.892 50.892 64.372 58.411

8 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL33.954 33.181 33.568 33.568

9 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL71.892 50.892 64.372 58.411

10 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL33.954 33.181 33.568 33.568

11 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX59.548 42.714 53.52 48.742

12 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX30.515 30.011 30.263 30.263

13 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX59.548 42.714 53.52 48.742

14 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX30.515 30.011 30.263 30.263

15 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX59.548 42.714 53.52 48.742

16 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX30.515 30.011 30.263 30.263

17 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX59.548 42.714 53.52 48.742

18 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX30.515 30.011 30.263 30.263

19 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ59.548 42.714 53.52 48.742

20 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ30.515 30.011 30.263 30.263

21 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ59.548 42.714 53.52 48.742

22 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ30.515 30.011 30.263 30.263

23 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ59.548 42.714 53.52 48.742

24 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ30.515 30.011 30.263 30.263

25 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ59.548 42.714 53.52 48.742

26 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ30.515 30.011 30.263 30.263

27 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX59.548 42.714 53.52 48.742

28 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX30.515 30.011 30.263 30.263

29 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX59.548 42.714 53.52 48.742

Page 151: Design Calculation for Pipe Supports

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DETAIL REPORT FOR F530 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX30.515 30.011 30.263 30.263

31 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX59.548 42.714 53.52 48.742

32 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX30.515 30.011 30.263 30.263

33 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX59.548 42.714 53.52 48.742

34 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX30.515 30.011 30.263 30.263

35 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ59.548 42.714 53.52 48.742

36 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ30.515 30.011 30.263 30.263

37 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ59.548 42.714 53.52 48.742

38 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ30.515 30.011 30.263 30.263

39 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ59.548 42.714 53.52 48.742

40 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ30.515 30.011 30.263 30.263

41 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ59.548 42.714 53.52 48.742

42 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ30.515 30.011 30.263 30.263

43 1.4Dead + 1.4DL + 1.4PT 147.989 0 94.624 9.317

44 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 126.848 0 81.107 7.986

45 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 126.848 0 81.107 7.986

46 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 126.848 0 81.107 7.986

47 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 126.848 0 81.107 7.986

Page 152: Design Calculation for Pipe Supports

Page 85 of 133

DETAIL REPORT FOR F5BEAM SHEAR STRESS - X DIRECTION

No. Load Location Shear Shear Allowable Location Shear Shear Allowable

Combination Crit Sect Crit Sect Stress Stress Near Supp Near Supp Stress Stress

m kN N/sq mm N/sq mm m kN N/sq mm N/sq mm

1 1.4Dead + 1.4DL + 1.4PE 0.1 0.591 0.003 0.702 0.1 0.591 0.003 0.702

2 1.4Dead + 1.4DL + 1.4PE + 1.4WLX0.1 0.591 0.003 0.702 0.1 0.591 0.003 0.702

3 1.4Dead + 1.4DL + 1.4PE + -1.4WLX0.1 0.591 0.003 0.702 0.1 0.591 0.003 0.702

4 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ0.1 0.591 0.003 0.702 0.1 0.591 0.003 0.702

5 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ0.1 0.591 0.003 0.702 0.1 0.591 0.003 0.702

6 1.4Dead + 1.4DL + 1.6LL + 1.4PO0.9 -2.29 0.011 0.702 0.9 -2.29 0.011 0.702

7 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL0.9 -4.171 0.021 0.702 0.9 -4.171 0.021 0.702

8 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL0.1 0.478 0.002 0.702 0.1 0.478 0.002 0.702

9 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL0.9 -4.171 0.021 0.702 0.9 -4.171 0.021 0.702

10 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.1 0.478 0.002 0.702 0.1 0.478 0.002 0.702

11 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX0.9 -3.374 0.017 0.702 0.9 -3.374 0.017 0.702

12 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX0.9 -0.552 0.003 0.702 0.9 -0.552 0.003 0.702

13 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX0.9 -3.374 0.017 0.702 0.9 -3.374 0.017 0.702

14 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX0.9 -0.552 0.003 0.702 0.9 -0.552 0.003 0.702

15 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX0.9 -3.374 0.017 0.702 0.9 -3.374 0.017 0.702

16 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX0.9 -0.552 0.003 0.702 0.9 -0.552 0.003 0.702

17 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX0.9 -3.374 0.017 0.702 0.9 -3.374 0.017 0.702

18 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX0.9 -0.552 0.003 0.702 0.9 -0.552 0.003 0.702

19 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ0.9 -3.374 0.017 0.702 0.9 -3.374 0.017 0.702

20 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ0.9 -0.552 0.003 0.702 0.9 -0.552 0.003 0.702

21 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ0.9 -3.374 0.017 0.702 0.9 -3.374 0.017 0.702

22 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ0.9 -0.552 0.003 0.702 0.9 -0.552 0.003 0.702

23 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ0.9 -3.374 0.017 0.702 0.9 -3.374 0.017 0.702

24 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ0.9 -0.552 0.003 0.702 0.9 -0.552 0.003 0.702

25 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ0.9 -3.374 0.017 0.702 0.9 -3.374 0.017 0.702

26 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ0.9 -0.552 0.003 0.702 0.9 -0.552 0.003 0.702

27 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX0.9 -3.374 0.017 0.702 0.9 -3.374 0.017 0.702

28 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX0.9 -0.552 0.003 0.702 0.9 -0.552 0.003 0.702

29 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX0.9 -3.374 0.017 0.702 0.9 -3.374 0.017 0.702

30 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX0.9 -0.552 0.003 0.702 0.9 -0.552 0.003 0.702

31 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX0.9 -3.374 0.017 0.702 0.9 -3.374 0.017 0.702

32 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX0.9 -0.552 0.003 0.702 0.9 -0.552 0.003 0.702

33 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX0.9 -3.374 0.017 0.702 0.9 -3.374 0.017 0.702

34 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX0.9 -0.552 0.003 0.702 0.9 -0.552 0.003 0.702

35 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ0.9 -3.374 0.017 0.702 0.9 -3.374 0.017 0.702

36 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ0.9 -0.552 0.003 0.702 0.9 -0.552 0.003 0.702

37 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ0.9 -3.374 0.017 0.702 0.9 -3.374 0.017 0.702

38 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ0.9 -0.552 0.003 0.702 0.9 -0.552 0.003 0.702

39 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ0.9 -3.374 0.017 0.702 0.9 -3.374 0.017 0.702

40 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ0.9 -0.552 0.003 0.702 0.9 -0.552 0.003 0.702

41 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ0.9 -3.374 0.017 0.702 0.9 -3.374 0.017 0.702

42 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ0.9 -0.552 0.003 0.702 0.9 -0.552 0.003 0.702

43 1.4Dead + 1.4DL + 1.4PT 0.1 10.832 0.054 0.702 0.1 10.832 0.054 0.702

44 1.2Dead + 1.2DL + 1.2PT + 0.72WLX0.1 9.285 0.046 0.702 0.1 9.285 0.046 0.702

45 1.2Dead + 1.2DL + 1.2PT + -0.72WLX0.1 9.285 0.046 0.702 0.1 9.285 0.046 0.702

46 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ0.1 9.285 0.046 0.702 0.1 9.285 0.046 0.702

47 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ0.1 9.285 0.046 0.702 0.1 9.285 0.046 0.702

BEAM SHEAR STRESS - Z DIRECTION

No. Load Location Shear Shear Allowable Location Shear Shear Allowable

Combination Crit Sect Crit Sect Stress Stress Near Supp Near Supp Stress Stress

m kN N/sq mm N/sq mm m kN N/sq mm N/sq mm

1 1.4Dead + 1.4DL + 1.4PE 0.1 0.591 0.003 0.702 0.1 0.591 0.003 0.702

2 1.4Dead + 1.4DL + 1.4PE + 1.4WLX0.1 0.591 0.003 0.702 0.1 0.591 0.003 0.702

3 1.4Dead + 1.4DL + 1.4PE + -1.4WLX0.1 0.591 0.003 0.702 0.1 0.591 0.003 0.702

4 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ0.1 0.591 0.003 0.702 0.1 0.591 0.003 0.702

5 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ0.1 0.591 0.003 0.702 0.1 0.591 0.003 0.702

6 1.4Dead + 1.4DL + 1.6LL + 1.4PO0.1 1.964 0.01 0.702 0.1 1.964 0.01 0.702

7 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL0.1 3.494 0.017 0.702 0.1 3.494 0.017 0.702

8 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL0.1 0.444 0.002 0.702 0.1 0.444 0.002 0.702

9 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL0.1 3.494 0.017 0.702 0.1 3.494 0.017 0.702

10 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.1 0.444 0.002 0.702 0.1 0.444 0.002 0.702

11 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX0.1 2.831 0.014 0.702 0.1 2.831 0.014 0.702

12 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX0.9 -0.529 0.003 0.702 0.9 -0.529 0.003 0.702

13 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX0.1 2.831 0.014 0.702 0.1 2.831 0.014 0.702

14 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX0.9 -0.529 0.003 0.702 0.9 -0.529 0.003 0.702

15 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX0.1 2.831 0.014 0.702 0.1 2.831 0.014 0.702

16 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX0.9 -0.529 0.003 0.702 0.9 -0.529 0.003 0.702

17 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX0.1 2.831 0.014 0.702 0.1 2.831 0.014 0.702

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DETAIL REPORT FOR F518 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX0.9 -0.529 0.003 0.702 0.9 -0.529 0.003 0.702

19 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ0.1 2.831 0.014 0.702 0.1 2.831 0.014 0.702

20 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ0.9 -0.529 0.003 0.702 0.9 -0.529 0.003 0.702

21 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ0.1 2.831 0.014 0.702 0.1 2.831 0.014 0.702

22 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ0.9 -0.529 0.003 0.702 0.9 -0.529 0.003 0.702

23 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ0.1 2.831 0.014 0.702 0.1 2.831 0.014 0.702

24 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ0.9 -0.529 0.003 0.702 0.9 -0.529 0.003 0.702

25 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ0.1 2.831 0.014 0.702 0.1 2.831 0.014 0.702

26 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ0.9 -0.529 0.003 0.702 0.9 -0.529 0.003 0.702

27 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX0.1 2.831 0.014 0.702 0.1 2.831 0.014 0.702

28 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX0.9 -0.529 0.003 0.702 0.9 -0.529 0.003 0.702

29 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX0.1 2.831 0.014 0.702 0.1 2.831 0.014 0.702

30 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX0.9 -0.529 0.003 0.702 0.9 -0.529 0.003 0.702

31 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX0.1 2.831 0.014 0.702 0.1 2.831 0.014 0.702

32 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX0.9 -0.529 0.003 0.702 0.9 -0.529 0.003 0.702

33 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX0.1 2.831 0.014 0.702 0.1 2.831 0.014 0.702

34 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX0.9 -0.529 0.003 0.702 0.9 -0.529 0.003 0.702

35 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ0.1 2.831 0.014 0.702 0.1 2.831 0.014 0.702

36 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ0.9 -0.529 0.003 0.702 0.9 -0.529 0.003 0.702

37 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ0.1 2.831 0.014 0.702 0.1 2.831 0.014 0.702

38 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ0.9 -0.529 0.003 0.702 0.9 -0.529 0.003 0.702

39 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ0.1 2.831 0.014 0.702 0.1 2.831 0.014 0.702

40 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ0.9 -0.529 0.003 0.702 0.9 -0.529 0.003 0.702

41 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ0.1 2.831 0.014 0.702 0.1 2.831 0.014 0.702

42 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ0.9 -0.529 0.003 0.702 0.9 -0.529 0.003 0.702

43 1.4Dead + 1.4DL + 1.4PT 0.9 -6.123 0.031 0.702 0.9 -6.123 0.031 0.702

44 1.2Dead + 1.2DL + 1.2PT + 0.72WLX0.9 -5.248 0.026 0.702 0.9 -5.248 0.026 0.702

45 1.2Dead + 1.2DL + 1.2PT + -0.72WLX0.9 -5.248 0.026 0.702 0.9 -5.248 0.026 0.702

46 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ0.9 -5.248 0.026 0.702 0.9 -5.248 0.026 0.702

47 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ0.9 -5.248 0.026 0.702 0.9 -5.248 0.026 0.702

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DETAIL REPORT FOR F5ALLOWABLE BEAM SHEAR STRESS - X DIRECTION - FACTORED LOAD COMBINATION 1

AT A CRITICAL SECTION

Concrete comp strength = fc' = 40 N/sq mm

Approx effective depth = d = 200 mm

Footing width = Lz = 1 m

Footing thickness = Df = 0.3 m

Shear strength reduction factor = f = 0.8

Critical section location = l = 0.1 m

Footing steel area = As = 1018 sq mm

Footing steel ratio percent = Rw = 100*As/bvd = 0.509

Reinft partial safety factor = Ym = 1.25

Allowable shear stress = fvc = 0.79*((100*As/bv*d)^(1/3))*((400/d)^(1/4))*((fc'/25)^(1/3))/Ym = 0.702 N/sq mm

Note: Allowable shear stress with enhancement may apply depending on the shear section location.

Page 155: Design Calculation for Pipe Supports

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Dimensional Solutions Mat3D Version 5.8.0 Date 9/11/2012

Foundation Name F6 Time 10:07:56 AM

Designed By: LITWIN PEL Engineer MCA Checker VBE

Filename:

DETAIL REPORT FOR F6

PROJECT INFORMATION

Project Name: PWRI UPGRADE AT BAB CL-5, CL-15, CL-16

Project Number: P11452

Client: ADCO

Project Location ABU DHABI

Foundation Description F6

DESIGN CODE BSI 8110 - 1997 INPUT UNITS SI OUTPUT UNITS SI

CONCRETE PARAMETERS: REINFORCING STEEL PARAMETERS:

Compressive Strength (N/sq mm) 40 Yield Strength (N/sq mm) 460

Unit Weight (kN/cu m) 24 Unit Weight (kN/cu m) 78

Pier Concrete Cover - X Dir (mm) 75 Modulus of Elasticity (kN/sq mm) 200

Pier Concrete Cover - Z Dir (mm) 75 Pier Min Rebar Spacing (mm) 100

Footing Side Concrete Cover - X Dir (mm) 75 Footing Min Rebar Spacing (mm) 100

Footing Side Concrete Cover - Z Dir (mm) 75 Footing Max Rebar Spacing (mm) 300

Footing Top Concrete Cover (mm) 75

Footing Bottom Concrete Cover - X Dir (mm) 75

SOIL PARAMETERS: REBAR PARAMETERS:

Unit Weight (kN/cu m) 18 Max Long Bar Size 20

Allowable Net Bearing Capacity (kN/sq m) 150 Min Long Bar Size 16

Bearing Capacity Method Linear Soil Pressure Max Tie Bar Size 12

Soil Type Granular Min Tie Bar Size 10

Passive Pressure Coefficient Kp 3 Max Ftg Bar Size 25

Soil To Concrete Friction f 0.3 Min Ftg Bar Size 10

Allowable Increase in Soil Pressure due to Short Term Loads (%) Temp & Shrinkage Steel Ratio 0.0018

Wind 0 Earthquake 0 Test 0

Min Stability Ratio 1.5

Safety Factor against Lateral Forces 1.5

MINIMUM FOUNDATION CRITERIA: BUOYANCY CRITERIA:

Depth of Footing Below Grade (mm) 1000 Consider Buoyancy: No

Minimum Soil Cover (mm) 700 Consider soil for buoyancy: No

Grade Elevation (mm) 100 Water table below grade (mm) 3000

Page 156: Design Calculation for Pipe Supports

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DETAIL REPORT FOR F6

APPLIED LOADS

P1

Load Axial Shear X Mom Z Shear Z Mom X

Case (kN) (kN) (kN m) (kN) (kN m)

1 - Dead 0.00 0.00 0.00 0.00 0.00

2 - DL 0.00 0.00 0.00 0.00 0.00

3 - LL 0.00 0.00 0.00 0.00 0.00

4 - PE 9.81 0.08 0.00 0.42 0.00

5 - PO 22.03 6.40 0.00 -1.65 0.00

6 - PT 9.58 0.07 0.00 0.39 0.00

7 - FLT 0.00 0.00 0.00 0.00 0.00

8 - FLL 0.00 0.00 0.00 0.00 0.00

9 - WLX 0.00 0.00 0.00 0.00 0.00

10 - WLZ 0.00 0.00 0.00 0.00 0.00

11 - EQX 0.00 0.00 0.00 0.00 0.00

12 - EQZ 0.00 0.00 0.00 0.00 0.00

P2

Load Axial Shear X Mom Z Shear Z Mom X

Case (kN) (kN) (kN m) (kN) (kN m)

1 - Dead 0.00 0.00 0.00 0.00 0.00

2 - DL 0.00 0.00 0.00 0.00 0.00

3 - LL 0.00 0.00 0.00 0.00 0.00

4 - PE 19.66 -0.46 0.00 -0.04 0.00

5 - PO 26.69 7.88 0.00 1.41 0.00

6 - PT 18.90 -0.43 0.00 -0.04 0.00

7 - FLT 0.00 0.00 0.00 0.00 0.00

8 - FLL 0.00 0.00 0.00 0.00 0.00

9 - WLX 0.00 0.00 0.00 0.00 0.00

10 - WLZ 0.00 0.00 0.00 0.00 0.00

11 - EQX 0.00 0.00 0.00 0.00 0.00

12 - EQZ 0.00 0.00 0.00 0.00 0.00

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DETAIL REPORT FOR F6

UNFACTORED (ALLOWABLE) LOAD COMBINATIONS

P1

Load Axial Shear X Mom Z Shear Z Mom X

Comb (kN) (kN) (kN m) (kN) (kN m)

1 - Dead + DL + PE 9.81 0.08 0.00 0.42 0.00

2 - Dead + DL + PE + WLX 9.81 0.08 0.00 0.42 0.00

3 - Dead + DL + PE + -1WLX 9.81 0.08 0.00 0.42 0.00

4 - Dead + DL + PE + WLZ 9.81 0.08 0.00 0.42 0.00

5 - Dead + DL + PE + -1WLZ 9.81 0.08 0.00 0.42 0.00

6 - Dead + DL + LL + PO 22.03 6.40 0.00 -1.65 0.00

7 - Dead + DL + LL + PO + FLT + FLL 22.03 6.40 0.00 -1.65 0.00

8 - Dead + DL + LL + PO + -1FLT + FLL 22.03 6.40 0.00 -1.65 0.00

9 - Dead + DL + LL + PO + FLT + -1FLL 22.03 6.40 0.00 -1.65 0.00

10 - Dead + DL + LL + PO + -1FLT + -1FLL 22.03 6.40 0.00 -1.65 0.00

11 - Dead + DL + LL + PO + FLT + FLL + WLX 22.03 6.40 0.00 -1.65 0.00

12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 22.03 6.40 0.00 -1.65 0.00

13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 22.03 6.40 0.00 -1.65 0.00

14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 22.03 6.40 0.00 -1.65 0.00

15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 22.03 6.40 0.00 -1.65 0.00

16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 22.03 6.40 0.00 -1.65 0.00

17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 22.03 6.40 0.00 -1.65 0.00

18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 22.03 6.40 0.00 -1.65 0.00

19 - Dead + DL + LL + PO + FLT + FLL + WLZ 22.03 6.40 0.00 -1.65 0.00

20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 22.03 6.40 0.00 -1.65 0.00

21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 22.03 6.40 0.00 -1.65 0.00

22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 22.03 6.40 0.00 -1.65 0.00

23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 22.03 6.40 0.00 -1.65 0.00

24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 22.03 6.40 0.00 -1.65 0.00

25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 22.03 6.40 0.00 -1.65 0.00

26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 22.03 6.40 0.00 -1.65 0.00

27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 22.03 6.40 0.00 -1.65 0.00

28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 22.03 6.40 0.00 -1.65 0.00

29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 22.03 6.40 0.00 -1.65 0.00

30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX22.03 6.40 0.00 -1.65 0.00

31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 22.03 6.40 0.00 -1.65 0.00

32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 22.03 6.40 0.00 -1.65 0.00

33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 22.03 6.40 0.00 -1.65 0.00

34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX22.03 6.40 0.00 -1.65 0.00

35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 22.03 6.40 0.00 -1.65 0.00

36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 22.03 6.40 0.00 -1.65 0.00

37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 22.03 6.40 0.00 -1.65 0.00

38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 22.03 6.40 0.00 -1.65 0.00

39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 22.03 6.40 0.00 -1.65 0.00

40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 22.03 6.40 0.00 -1.65 0.00

41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 22.03 6.40 0.00 -1.65 0.00

42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ22.03 6.40 0.00 -1.65 0.00

43 - Dead + DL + PT 9.58 0.07 0.00 0.39 0.00

44 - Dead + DL + PT + 0.6WLX 9.58 0.07 0.00 0.39 0.00

45 - Dead + DL + PT + -0.6WLX 9.58 0.07 0.00 0.39 0.00

46 - Dead + DL + PT + 0.6WLZ 9.58 0.07 0.00 0.39 0.00

47 - Dead + DL + PT + -0.6WLZ 9.58 0.07 0.00 0.39 0.00

Page 158: Design Calculation for Pipe Supports

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DETAIL REPORT FOR F6

P2

Load Axial Shear X Mom Z Shear Z Mom X

Comb (kN) (kN) (kN m) (kN) (kN m)

1 - Dead + DL + PE 19.66 -0.46 0.00 -0.04 0.00

2 - Dead + DL + PE + WLX 19.66 -0.46 0.00 -0.04 0.00

3 - Dead + DL + PE + -1WLX 19.66 -0.46 0.00 -0.04 0.00

4 - Dead + DL + PE + WLZ 19.66 -0.46 0.00 -0.04 0.00

5 - Dead + DL + PE + -1WLZ 19.66 -0.46 0.00 -0.04 0.00

6 - Dead + DL + LL + PO 26.69 7.88 0.00 1.41 0.00

7 - Dead + DL + LL + PO + FLT + FLL 26.69 7.88 0.00 1.41 0.00

8 - Dead + DL + LL + PO + -1FLT + FLL 26.69 7.88 0.00 1.41 0.00

9 - Dead + DL + LL + PO + FLT + -1FLL 26.69 7.88 0.00 1.41 0.00

10 - Dead + DL + LL + PO + -1FLT + -1FLL 26.69 7.88 0.00 1.41 0.00

11 - Dead + DL + LL + PO + FLT + FLL + WLX 26.69 7.88 0.00 1.41 0.00

12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 26.69 7.88 0.00 1.41 0.00

13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 26.69 7.88 0.00 1.41 0.00

14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 26.69 7.88 0.00 1.41 0.00

15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 26.69 7.88 0.00 1.41 0.00

16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 26.69 7.88 0.00 1.41 0.00

17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 26.69 7.88 0.00 1.41 0.00

18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 26.69 7.88 0.00 1.41 0.00

19 - Dead + DL + LL + PO + FLT + FLL + WLZ 26.69 7.88 0.00 1.41 0.00

20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 26.69 7.88 0.00 1.41 0.00

21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 26.69 7.88 0.00 1.41 0.00

22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 26.69 7.88 0.00 1.41 0.00

23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 26.69 7.88 0.00 1.41 0.00

24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 26.69 7.88 0.00 1.41 0.00

25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 26.69 7.88 0.00 1.41 0.00

26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 26.69 7.88 0.00 1.41 0.00

27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 26.69 7.88 0.00 1.41 0.00

28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 26.69 7.88 0.00 1.41 0.00

29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 26.69 7.88 0.00 1.41 0.00

30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX26.69 7.88 0.00 1.41 0.00

31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 26.69 7.88 0.00 1.41 0.00

32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 26.69 7.88 0.00 1.41 0.00

33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 26.69 7.88 0.00 1.41 0.00

34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX26.69 7.88 0.00 1.41 0.00

35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 26.69 7.88 0.00 1.41 0.00

36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 26.69 7.88 0.00 1.41 0.00

37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 26.69 7.88 0.00 1.41 0.00

38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 26.69 7.88 0.00 1.41 0.00

39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 26.69 7.88 0.00 1.41 0.00

40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 26.69 7.88 0.00 1.41 0.00

41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 26.69 7.88 0.00 1.41 0.00

42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ26.69 7.88 0.00 1.41 0.00

43 - Dead + DL + PT 18.90 -0.43 0.00 -0.04 0.00

44 - Dead + DL + PT + 0.6WLX 18.90 -0.43 0.00 -0.04 0.00

45 - Dead + DL + PT + -0.6WLX 18.90 -0.43 0.00 -0.04 0.00

46 - Dead + DL + PT + 0.6WLZ 18.90 -0.43 0.00 -0.04 0.00

47 - Dead + DL + PT + -0.6WLZ 18.90 -0.43 0.00 -0.04 0.00

Page 159: Design Calculation for Pipe Supports

Page 92 of 133

DETAIL REPORT FOR F6

FACTORED (ULTIMATE) LOAD COMBINATIONS

P1

Load Axial Shear X Mom Z Shear Z Mom X

Comb (kN) (kN) (kN m) (kN) (kN m)

1 - 1.4Dead + 1.4DL + 1.4PE 13.73 0.11 0.00 0.58 0.00

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 13.73 0.11 0.00 0.58 0.00

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 13.73 0.11 0.00 0.58 0.00

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 13.73 0.11 0.00 0.58 0.00

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 13.73 0.11 0.00 0.58 0.00

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 30.84 8.96 0.00 -2.31 0.00

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 30.84 8.96 0.00 -2.31 0.00

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL30.84 8.96 0.00 -2.31 0.00

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL30.84 8.96 0.00 -2.31 0.00

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL30.84 8.96 0.00 -2.31 0.00

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX26.44 7.68 0.00 -1.98 0.00

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX26.44 7.68 0.00 -1.98 0.00

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX26.44 7.68 0.00 -1.98 0.00

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX26.44 7.68 0.00 -1.98 0.00

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX26.44 7.68 0.00 -1.98 0.00

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX26.44 7.68 0.00 -1.98 0.00

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX26.44 7.68 0.00 -1.98 0.00

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX26.44 7.68 0.00 -1.98 0.00

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ26.44 7.68 0.00 -1.98 0.00

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ26.44 7.68 0.00 -1.98 0.00

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ26.44 7.68 0.00 -1.98 0.00

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ26.44 7.68 0.00 -1.98 0.00

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ26.44 7.68 0.00 -1.98 0.00

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ26.44 7.68 0.00 -1.98 0.00

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ26.44 7.68 0.00 -1.98 0.00

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ26.44 7.68 0.00 -1.98 0.00

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX26.44 7.68 0.00 -1.98 0.00

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX26.44 7.68 0.00 -1.98 0.00

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX26.44 7.68 0.00 -1.98 0.00

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX26.44 7.68 0.00 -1.98 0.00

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX26.44 7.68 0.00 -1.98 0.00

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX26.44 7.68 0.00 -1.98 0.00

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX26.44 7.68 0.00 -1.98 0.00

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX26.44 7.68 0.00 -1.98 0.00

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ26.44 7.68 0.00 -1.98 0.00

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ26.44 7.68 0.00 -1.98 0.00

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ26.44 7.68 0.00 -1.98 0.00

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ26.44 7.68 0.00 -1.98 0.00

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ26.44 7.68 0.00 -1.98 0.00

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ26.44 7.68 0.00 -1.98 0.00

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ26.44 7.68 0.00 -1.98 0.00

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ26.44 7.68 0.00 -1.98 0.00

43 - 1.4Dead + 1.4DL + 1.4PT 13.41 0.10 0.00 0.55 0.00

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 11.50 0.09 0.00 0.47 0.00

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 11.50 0.09 0.00 0.47 0.00

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 11.50 0.09 0.00 0.47 0.00

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 11.50 0.09 0.00 0.47 0.00

Page 160: Design Calculation for Pipe Supports

Page 93 of 133

DETAIL REPORT FOR F6

P2

Load Axial Shear X Mom Z Shear Z Mom X

Comb (kN) (kN) (kN m) (kN) (kN m)

1 - 1.4Dead + 1.4DL + 1.4PE 27.53 -0.64 0.00 -0.05 0.00

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 27.53 -0.64 0.00 -0.05 0.00

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 27.53 -0.64 0.00 -0.05 0.00

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 27.53 -0.64 0.00 -0.05 0.00

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 27.53 -0.64 0.00 -0.05 0.00

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 37.36 11.03 0.00 1.97 0.00

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 37.36 11.03 0.00 1.97 0.00

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL37.36 11.03 0.00 1.97 0.00

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL37.36 11.03 0.00 1.97 0.00

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL37.36 11.03 0.00 1.97 0.00

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX32.03 9.46 0.00 1.69 0.00

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX32.03 9.46 0.00 1.69 0.00

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX32.03 9.46 0.00 1.69 0.00

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX32.03 9.46 0.00 1.69 0.00

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX32.03 9.46 0.00 1.69 0.00

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX32.03 9.46 0.00 1.69 0.00

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX32.03 9.46 0.00 1.69 0.00

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX32.03 9.46 0.00 1.69 0.00

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ32.03 9.46 0.00 1.69 0.00

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ32.03 9.46 0.00 1.69 0.00

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ32.03 9.46 0.00 1.69 0.00

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ32.03 9.46 0.00 1.69 0.00

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ32.03 9.46 0.00 1.69 0.00

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ32.03 9.46 0.00 1.69 0.00

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ32.03 9.46 0.00 1.69 0.00

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ32.03 9.46 0.00 1.69 0.00

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX32.03 9.46 0.00 1.69 0.00

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX32.03 9.46 0.00 1.69 0.00

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX32.03 9.46 0.00 1.69 0.00

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX32.03 9.46 0.00 1.69 0.00

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX32.03 9.46 0.00 1.69 0.00

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX32.03 9.46 0.00 1.69 0.00

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX32.03 9.46 0.00 1.69 0.00

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX32.03 9.46 0.00 1.69 0.00

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ32.03 9.46 0.00 1.69 0.00

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ32.03 9.46 0.00 1.69 0.00

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ32.03 9.46 0.00 1.69 0.00

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ32.03 9.46 0.00 1.69 0.00

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ32.03 9.46 0.00 1.69 0.00

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ32.03 9.46 0.00 1.69 0.00

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ32.03 9.46 0.00 1.69 0.00

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ32.03 9.46 0.00 1.69 0.00

43 - 1.4Dead + 1.4DL + 1.4PT 26.46 -0.60 0.00 -0.05 0.00

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 22.68 -0.52 0.00 -0.04 0.00

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 22.68 -0.52 0.00 -0.04 0.00

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 22.68 -0.52 0.00 -0.04 0.00

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 22.68 -0.52 0.00 -0.04 0.00

Page 161: Design Calculation for Pipe Supports

Page 94 of 133

DETAIL REPORT FOR F6

BEARING CAPACITY - LINEAR SOIL PRESSURE METHOD

Load Max All Ecc Ecc Moment Moment Rem

Comb Pressure Pressure Z Dir X Dir Z axis X axis

(kN/sq m) (kN/sq m) (cm) (cm) (kN-m) (kN-m)

1 - Dead + DL + PE 51.44 168.00 0.72 4.65 2.92 0.45

2 - Dead + DL + PE + WLX 51.44 168.00 0.72 4.65 2.92 0.45

3 - Dead + DL + PE + -1WLX 51.44 168.00 0.72 4.65 2.92 0.45

4 - Dead + DL + PE + WLZ 51.44 168.00 0.72 4.65 2.92 0.45

5 - Dead + DL + PE + -1WLZ 51.44 168.00 0.72 4.65 2.92 0.45

6 - Dead + DL + LL + PO 98.45 168.00 0.36 19.48 15.98 0.29

7 - Dead + DL + LL + PO + FLT + FLL 98.45 168.00 0.36 19.48 15.98 0.29

8 - Dead + DL + LL + PO + -1FLT + FLL 98.45 168.00 0.36 19.48 15.98 0.29

9 - Dead + DL + LL + PO + FLT + -1FLL 98.45 168.00 0.36 19.48 15.98 0.29

10 - Dead + DL + LL + PO + -1FLT + -1FLL 98.45 168.00 0.36 19.48 15.98 0.29

11 - Dead + DL + LL + PO + FLT + FLL + WLX 98.45 168.00 0.36 19.48 15.98 0.29

12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 98.45 168.00 0.36 19.48 15.98 0.29

13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 98.45 168.00 0.36 19.48 15.98 0.29

14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 98.45 168.00 0.36 19.48 15.98 0.29

15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 98.45 168.00 0.36 19.48 15.98 0.29

16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 98.45 168.00 0.36 19.48 15.98 0.29

17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 98.45 168.00 0.36 19.48 15.98 0.29

18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 98.45 168.00 0.36 19.48 15.98 0.29

19 - Dead + DL + LL + PO + FLT + FLL + WLZ 98.45 168.00 0.36 19.48 15.98 0.29

20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 98.45 168.00 0.36 19.48 15.98 0.29

21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 98.45 168.00 0.36 19.48 15.98 0.29

22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 98.45 168.00 0.36 19.48 15.98 0.29

23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 98.45 168.00 0.36 19.48 15.98 0.29

24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 98.45 168.00 0.36 19.48 15.98 0.29

25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 98.45 168.00 0.36 19.48 15.98 0.29

26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 98.45 168.00 0.36 19.48 15.98 0.29

27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 98.45 168.00 0.36 19.48 15.98 0.29

28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 98.45 168.00 0.36 19.48 15.98 0.29

29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 98.45 168.00 0.36 19.48 15.98 0.29

30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX98.45 168.00 0.36 19.48 15.98 0.29

31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 98.45 168.00 0.36 19.48 15.98 0.29

32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 98.45 168.00 0.36 19.48 15.98 0.29

33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 98.45 168.00 0.36 19.48 15.98 0.29

34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX98.45 168.00 0.36 19.48 15.98 0.29

35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 98.45 168.00 0.36 19.48 15.98 0.29

36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 98.45 168.00 0.36 19.48 15.98 0.29

37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 98.45 168.00 0.36 19.48 15.98 0.29

38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 98.45 168.00 0.36 19.48 15.98 0.29

39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 98.45 168.00 0.36 19.48 15.98 0.29

40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 98.45 168.00 0.36 19.48 15.98 0.29

41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 98.45 168.00 0.36 19.48 15.98 0.29

42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ98.45 168.00 0.36 19.48 15.98 0.29

43 - Dead + DL + PT 50.26 168.00 0.69 4.46 2.76 0.43

44 - Dead + DL + PT + 0.6WLX 50.26 168.00 0.69 4.46 2.76 0.43

45 - Dead + DL + PT + -0.6WLX 50.26 168.00 0.69 4.46 2.76 0.43

46 - Dead + DL + PT + 0.6WLZ 50.26 168.00 0.69 4.46 2.76 0.43

47 - Dead + DL + PT + -0.6WLZ 50.26 168.00 0.69 4.46 2.76 0.43

Page 162: Design Calculation for Pipe Supports

Page 95 of 133

DETAIL REPORT FOR F6

STABILITY RATIO / SLIDING SAFETY FACTOR

Load S.R. S.R. All Sliding Sliding All Remarks

Comb Z Dir X Dir S.R. FS - Z FS - X FS

1 - Dead + DL + PE 62.96 81.34 1.50 100.00 85.79 1.50

2 - Dead + DL + PE + WLX 62.96 81.34 1.50 100.00 85.79 1.50

3 - Dead + DL + PE + -1WLX 62.96 81.34 1.50 100.00 85.79 1.50

4 - Dead + DL + PE + WLZ 62.96 81.34 1.50 100.00 85.79 1.50

5 - Dead + DL + PE + -1WLZ 62.96 81.34 1.50 100.00 85.79 1.50

6 - Dead + DL + LL + PO 21.59 3.66 1.50 100.00 2.69 1.50

7 - Dead + DL + LL + PO + FLT + FLL 21.59 3.66 1.50 100.00 2.69 1.50

8 - Dead + DL + LL + PO + -1FLT + FLL 21.59 3.66 1.50 100.00 2.69 1.50

9 - Dead + DL + LL + PO + FLT + -1FLL 21.59 3.66 1.50 100.00 2.69 1.50

10 - Dead + DL + LL + PO + -1FLT + -1FLL 21.59 3.66 1.50 100.00 2.69 1.50

11 - Dead + DL + LL + PO + FLT + FLL + WLX 21.59 3.66 1.50 100.00 2.69 1.50

12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 21.59 3.66 1.50 100.00 2.69 1.50

13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 21.59 3.66 1.50 100.00 2.69 1.50

14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 21.59 3.66 1.50 100.00 2.69 1.50

15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 21.59 3.66 1.50 100.00 2.69 1.50

16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 21.59 3.66 1.50 100.00 2.69 1.50

17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 21.59 3.66 1.50 100.00 2.69 1.50

18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 21.59 3.66 1.50 100.00 2.69 1.50

19 - Dead + DL + LL + PO + FLT + FLL + WLZ 21.59 3.66 1.50 100.00 2.69 1.50

20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 21.59 3.66 1.50 100.00 2.69 1.50

21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 21.59 3.66 1.50 100.00 2.69 1.50

22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 21.59 3.66 1.50 100.00 2.69 1.50

23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 21.59 3.66 1.50 100.00 2.69 1.50

24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 21.59 3.66 1.50 100.00 2.69 1.50

25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 21.59 3.66 1.50 100.00 2.69 1.50

26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 21.59 3.66 1.50 100.00 2.69 1.50

27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 21.59 3.66 1.50 100.00 2.69 1.50

28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 21.59 3.66 1.50 100.00 2.69 1.50

29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 21.59 3.66 1.50 100.00 2.69 1.50

30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX21.59 3.66 1.50 100.00 2.69 1.50

31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 21.59 3.66 1.50 100.00 2.69 1.50

32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 21.59 3.66 1.50 100.00 2.69 1.50

33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 21.59 3.66 1.50 100.00 2.69 1.50

34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX21.59 3.66 1.50 100.00 2.69 1.50

35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 21.59 3.66 1.50 100.00 2.69 1.50

36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 21.59 3.66 1.50 100.00 2.69 1.50

37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 21.59 3.66 1.50 100.00 2.69 1.50

38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 21.59 3.66 1.50 100.00 2.69 1.50

39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 21.59 3.66 1.50 100.00 2.69 1.50

40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 21.59 3.66 1.50 100.00 2.69 1.50

41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 21.59 3.66 1.50 100.00 2.69 1.50

42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ21.59 3.66 1.50 100.00 2.69 1.50

43 - Dead + DL + PT 65.60 85.46 1.50 100.00 90.74 1.50

44 - Dead + DL + PT + 0.6WLX 65.60 85.46 1.50 100.00 90.74 1.50

45 - Dead + DL + PT + -0.6WLX 65.60 85.46 1.50 100.00 90.74 1.50

46 - Dead + DL + PT + 0.6WLZ 65.60 85.46 1.50 100.00 90.74 1.50

47 - Dead + DL + PT + -0.6WLZ 65.60 85.46 1.50 100.00 90.74 1.50

Page 163: Design Calculation for Pipe Supports

Page 96 of 133

DETAIL REPORT FOR F6

FOOTING DESIGN INFORMATION

X Dim (mm) 1500.00

Z Dim (mm) 1000.00

Thickness (mm) 300.00

Top Steel

Governing No of Bar Bar Area Area Moment Direction

Combination Bars Size Spac Prov Req

(mm) (mm) (sq cm/m) (sq cm/m) (kN m/m)

47. 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 6 12 150 6.79 0 0 X

47. 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 10 12 150 7.54 0 0 Z

Bottom Steel

Governing No of Bar Bar Area Area Moment Direction

Combination Bars Size Spac Prov Req

(mm) (mm) (sq cm/m) (sq cm/m) (kN m/m)

10. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 6 12 150 6.79 5.4 6 X

10. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 10 12 150 7.54 5.4 2 Z

PUNCHING SHEAR

P1

Control Net Ult Punch. All Rem

Comb Load Stress Stress

(kN) (N/sq mm) (N/sq mm)

47. 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.00 0.00 0.61

P2

Control Net Ult Punch. All Rem

Comb Load Stress Stress

(kN) (N/sq mm) (N/sq mm)

10. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL7.40 0.03 0.61

Page 164: Design Calculation for Pipe Supports

Page 97 of 133

DETAIL REPORT FOR F6

MAXIMUM SHEAR - X DIRECTION

Load Left Max Shear All Rem

Comb Dist Shear Stress Stress

(m) (kN) (N/sq mm) (N/sq mm)

1 - 1.4Dead + 1.4DL + 1.4PE 0.55 -10.22 0.05 0.61

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.55 -10.22 0.05 0.61

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.55 -10.22 0.05 0.61

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.55 -10.22 0.05 0.61

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.55 -10.22 0.05 0.61

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.55 -34.74 0.17 0.61

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.55 -34.74 0.17 0.61

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.55 -34.74 0.17 0.61

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.55 -34.74 0.17 0.61

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.55 -34.74 0.17 0.61

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX0.55 -29.78 0.15 0.61

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX0.55 -29.78 0.15 0.61

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX0.55 -29.78 0.15 0.61

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX0.55 -29.78 0.15 0.61

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX0.55 -29.78 0.15 0.61

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX0.55 -29.78 0.15 0.61

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX0.55 -29.78 0.15 0.61

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX0.55 -29.78 0.15 0.61

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ0.55 -29.78 0.15 0.61

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ0.55 -29.78 0.15 0.61

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ0.55 -29.78 0.15 0.61

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ0.55 -29.78 0.15 0.61

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ0.55 -29.78 0.15 0.61

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ0.55 -29.78 0.15 0.61

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ0.55 -29.78 0.15 0.61

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ0.55 -29.78 0.15 0.61

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX0.55 -29.78 0.15 0.61

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX0.55 -29.78 0.15 0.61

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX0.55 -29.78 0.15 0.61

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX0.55 -29.78 0.15 0.61

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX0.55 -29.78 0.15 0.61

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX0.55 -29.78 0.15 0.61

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX0.55 -29.78 0.15 0.61

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX0.55 -29.78 0.15 0.61

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ0.55 -29.78 0.15 0.61

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ0.55 -29.78 0.15 0.61

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ0.55 -29.78 0.15 0.61

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ0.55 -29.78 0.15 0.61

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ0.55 -29.78 0.15 0.61

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ0.55 -29.78 0.15 0.61

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ0.55 -29.78 0.15 0.61

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ0.55 -29.78 0.15 0.61

43 - 1.4Dead + 1.4DL + 1.4PT 0.55 -9.87 0.05 0.61

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.55 -8.46 0.04 0.61

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.55 -8.46 0.04 0.61

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.55 -8.46 0.04 0.61

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.55 -8.46 0.04 0.61

Page 165: Design Calculation for Pipe Supports

Page 98 of 133

DETAIL REPORT FOR F6

MAXIMUM SHEAR - Z DIRECTION

Load Bottom Max Shear All Rem

Comb Dist Shear Stress Stress

(m) (kN) (N/sq mm) (N/sq mm)

1 - 1.4Dead + 1.4DL + 1.4PE 0.90 -5.68 0.02 0.64

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.90 -5.68 0.02 0.64

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.90 -5.68 0.02 0.64

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.90 -5.68 0.02 0.64

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.90 -5.68 0.02 0.64

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.10 8.25 0.03 0.64

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.10 8.25 0.03 0.64

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.10 8.25 0.03 0.64

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.10 8.25 0.03 0.64

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.10 8.25 0.03 0.64

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX0.10 7.07 0.02 0.64

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX0.10 7.07 0.02 0.64

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX0.10 7.07 0.02 0.64

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX0.10 7.07 0.02 0.64

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX0.10 7.07 0.02 0.64

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX0.10 7.07 0.02 0.64

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX0.10 7.07 0.02 0.64

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX0.10 7.07 0.02 0.64

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ0.10 7.07 0.02 0.64

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ0.10 7.07 0.02 0.64

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ0.10 7.07 0.02 0.64

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ0.10 7.07 0.02 0.64

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ0.10 7.07 0.02 0.64

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ0.10 7.07 0.02 0.64

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ0.10 7.07 0.02 0.64

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ0.10 7.07 0.02 0.64

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX0.10 7.07 0.02 0.64

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX0.10 7.07 0.02 0.64

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX0.10 7.07 0.02 0.64

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX0.10 7.07 0.02 0.64

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX0.10 7.07 0.02 0.64

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX0.10 7.07 0.02 0.64

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX0.10 7.07 0.02 0.64

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX0.10 7.07 0.02 0.64

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ0.10 7.07 0.02 0.64

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ0.10 7.07 0.02 0.64

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ0.10 7.07 0.02 0.64

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ0.10 7.07 0.02 0.64

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ0.10 7.07 0.02 0.64

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ0.10 7.07 0.02 0.64

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ0.10 7.07 0.02 0.64

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ0.10 7.07 0.02 0.64

43 - 1.4Dead + 1.4DL + 1.4PT 0.90 -5.52 0.02 0.64

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.90 -4.73 0.02 0.64

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.90 -4.73 0.02 0.64

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.90 -4.73 0.02 0.64

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.90 -4.73 0.02 0.64

Page 166: Design Calculation for Pipe Supports

Page 99 of 133

DETAIL REPORT FOR F6

PIER/BASE PLATE DESIGN INFORMATION

P1 P2

X Dim (mm) 500.00 500.00

Z Dim (mm) 400.00 400.00

Height above grade (mm) 200.00 200.00

X Offset (mm) 1000.00 500.00

Z Offset (mm) 500.00 500.00

Requested Reinft. Ratio 0.0018 0.0018

Provided Reinft. Ratio 0.0080 0.0080

Long Bar Size (mm) 16 16

Bars in X Dir 3 3

Bars in Z Dir 3 3

Total Long Bars 8 8

Tie Bar Size (mm) 12 12

Total No. of Ties 7 7

Major Tie Spacing (mm) 150 150

Page 167: Design Calculation for Pipe Supports

Page 100 of 133

DETAIL REPORT FOR F6

PIER ULTIMATE LOAD CAPACITIES

P1

Load Axial Axial Mom X Mom X Mom Z Mom Z Rem

Comb Load Capa. Capa Capa

(kN) (kN) (kN m) (kN m) (kN m) (kN m)

1 - 1.4Dead + 1.4DL + 1.4PE 19.78 3754.93 0.52 325.95 0.40 248.61

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 19.78 3754.93 0.52 325.95 0.40 248.61

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 19.78 3754.93 0.52 325.95 0.40 248.61

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 19.78 3754.93 0.52 325.95 0.40 248.61

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 19.78 3754.93 0.52 325.95 0.40 248.61

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 36.89 1152.65 2.08 64.83 8.07 251.71

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 36.89 1152.65 2.08 64.83 8.07 251.71

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL36.89 1152.65 2.08 64.83 8.07 251.71

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL36.89 1152.65 2.08 64.83 8.07 251.71

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL36.89 1152.65 2.08 64.83 8.07 251.71

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX31.62 1152.65 1.78 64.83 6.91 251.71

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX31.62 1152.65 1.78 64.83 6.91 251.71

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX31.62 1152.65 1.78 64.83 6.91 251.71

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX31.62 1152.65 1.78 64.83 6.91 251.71

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX31.62 1152.65 1.78 64.83 6.91 251.71

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX31.62 1152.65 1.78 64.83 6.91 251.71

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX31.62 1152.65 1.78 64.83 6.91 251.71

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX31.62 1152.65 1.78 64.83 6.91 251.71

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ31.62 1152.65 1.78 64.83 6.91 251.71

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ31.62 1152.65 1.78 64.83 6.91 251.71

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ31.62 1152.65 1.78 64.83 6.91 251.71

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ31.62 1152.65 1.78 64.83 6.91 251.71

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ31.62 1152.65 1.78 64.83 6.91 251.71

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ31.62 1152.65 1.78 64.83 6.91 251.71

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ31.62 1152.65 1.78 64.83 6.91 251.71

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ31.62 1152.65 1.78 64.83 6.91 251.71

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX31.62 1152.65 1.78 64.83 6.91 251.71

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX31.62 1152.65 1.78 64.83 6.91 251.71

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX31.62 1152.65 1.78 64.83 6.91 251.71

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX31.62 1152.65 1.78 64.83 6.91 251.71

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX31.62 1152.65 1.78 64.83 6.91 251.71

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX31.62 1152.65 1.78 64.83 6.91 251.71

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX31.62 1152.65 1.78 64.83 6.91 251.71

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX31.62 1152.65 1.78 64.83 6.91 251.71

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ31.62 1152.65 1.78 64.83 6.91 251.71

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ31.62 1152.65 1.78 64.83 6.91 251.71

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ31.62 1152.65 1.78 64.83 6.91 251.71

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ31.62 1152.65 1.78 64.83 6.91 251.71

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ31.62 1152.65 1.78 64.83 6.91 251.71

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ31.62 1152.65 1.78 64.83 6.91 251.71

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ31.62 1152.65 1.78 64.83 6.91 251.71

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ31.62 1152.65 1.78 64.83 6.91 251.71

43 - 1.4Dead + 1.4DL + 1.4PT 19.46 3754.93 0.50 315.91 0.39 250.86

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 16.68 3754.93 0.42 315.91 0.33 250.86

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 16.68 3754.93 0.42 315.91 0.33 250.86

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 16.68 3754.93 0.42 315.91 0.33 250.86

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 16.68 3754.93 0.42 315.91 0.33 250.86

Page 168: Design Calculation for Pipe Supports

Page 101 of 133

DETAIL REPORT FOR F6

P2

Load Axial Axial Mom X Mom X Mom Z Mom Z Rem

Comb Load Capa. Capa Capa

(kN) (kN) (kN m) (kN m) (kN m) (kN m)

1 - 1.4Dead + 1.4DL + 1.4PE 33.58 5003.19 0.67 289.80 0.67 292.94

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 33.58 5003.19 0.67 289.80 0.67 292.94

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 33.58 5003.19 0.67 289.80 0.67 292.94

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 33.58 5003.19 0.67 289.80 0.67 292.94

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 33.58 5003.19 0.67 289.80 0.67 292.94

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 43.41 1463.31 1.77 59.35 9.93 331.93

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 43.41 1463.31 1.77 59.35 9.93 331.93

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL43.41 1463.31 1.77 59.35 9.93 331.93

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL43.41 1463.31 1.77 59.35 9.93 331.93

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL43.41 1463.31 1.77 59.35 9.93 331.93

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX37.21 1463.31 1.52 59.35 8.51 331.93

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX37.21 1463.31 1.52 59.35 8.51 331.93

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX37.21 1463.31 1.52 59.35 8.51 331.93

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX37.21 1463.31 1.52 59.35 8.51 331.93

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX37.21 1463.31 1.52 59.35 8.51 331.93

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX37.21 1463.31 1.52 59.35 8.51 331.93

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX37.21 1463.31 1.52 59.35 8.51 331.93

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX37.21 1463.31 1.52 59.35 8.51 331.93

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ37.21 1463.31 1.52 59.35 8.51 331.93

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ37.21 1463.31 1.52 59.35 8.51 331.93

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ37.21 1463.31 1.52 59.35 8.51 331.93

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ37.21 1463.31 1.52 59.35 8.51 331.93

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ37.21 1463.31 1.52 59.35 8.51 331.93

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ37.21 1463.31 1.52 59.35 8.51 331.93

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ37.21 1463.31 1.52 59.35 8.51 331.93

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ37.21 1463.31 1.52 59.35 8.51 331.93

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX37.21 1463.31 1.52 59.35 8.51 331.93

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX37.21 1463.31 1.52 59.35 8.51 331.93

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX37.21 1463.31 1.52 59.35 8.51 331.93

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX37.21 1463.31 1.52 59.35 8.51 331.93

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX37.21 1463.31 1.52 59.35 8.51 331.93

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX37.21 1463.31 1.52 59.35 8.51 331.93

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX37.21 1463.31 1.52 59.35 8.51 331.93

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX37.21 1463.31 1.52 59.35 8.51 331.93

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ37.21 1463.31 1.52 59.35 8.51 331.93

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ37.21 1463.31 1.52 59.35 8.51 331.93

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ37.21 1463.31 1.52 59.35 8.51 331.93

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ37.21 1463.31 1.52 59.35 8.51 331.93

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ37.21 1463.31 1.52 59.35 8.51 331.93

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ37.21 1463.31 1.52 59.35 8.51 331.93

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ37.21 1463.31 1.52 59.35 8.51 331.93

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ37.21 1463.31 1.52 59.35 8.51 331.93

43 - 1.4Dead + 1.4DL + 1.4PT 32.51 5003.19 0.65 289.80 0.65 292.94

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 27.87 5003.19 0.56 289.80 0.56 292.94

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 27.87 5003.19 0.56 289.80 0.56 292.94

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 27.87 5003.19 0.56 289.80 0.56 292.94

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 27.87 5003.19 0.56 289.80 0.56 292.94

Page 169: Design Calculation for Pipe Supports

Page 102 of 133

DETAIL REPORT FOR F6

Page 170: Design Calculation for Pipe Supports

Page 103 of 133

DETAIL REPORT FOR F6

SELF WEIGHTS AND APPLIED EXTERNAL LOAD

No. Load Combination Load Elem Soil Mat App Axial Tot Axial Buoyant

Weight Weight Weight Load Load Load

kN kN kN kN kN kN

1 Dead + DL + PE 8.64 13.86 10.8 29.47 62.77 0

2 Dead + DL + PE + WLX 8.64 13.86 10.8 29.47 62.77 0

3 Dead + DL + PE + -1WLX 8.64 13.86 10.8 29.47 62.77 0

4 Dead + DL + PE + WLZ 8.64 13.86 10.8 29.47 62.77 0

5 Dead + DL + PE + -1WLZ 8.64 13.86 10.8 29.47 62.77 0

6 Dead + DL + LL + PO 8.64 13.86 10.8 48.72 82.02 0

7 Dead + DL + LL + PO + FLT + FLL 8.64 13.86 10.8 48.72 82.02 0

8 Dead + DL + LL + PO + -1FLT + FLL 8.64 13.86 10.8 48.72 82.02 0

9 Dead + DL + LL + PO + FLT + -1FLL 8.64 13.86 10.8 48.72 82.02 0

10 Dead + DL + LL + PO + -1FLT + -1FLL 8.64 13.86 10.8 48.72 82.02 0

11 Dead + DL + LL + PO + FLT + FLL + WLX 8.64 13.86 10.8 48.72 82.02 0

12 Dead + DL + LL + PO + -1FLT + FLL + WLX8.64 13.86 10.8 48.72 82.02 0

13 Dead + DL + LL + PO + FLT + -1FLL + WLX8.64 13.86 10.8 48.72 82.02 0

14 Dead + DL + LL + PO + -1FLT + -1FLL + WLX8.64 13.86 10.8 48.72 82.02 0

15 Dead + DL + LL + PO + FLT + FLL + -1WLX8.64 13.86 10.8 48.72 82.02 0

16 Dead + DL + LL + PO + -1FLT + FLL + -1WLX8.64 13.86 10.8 48.72 82.02 0

17 Dead + DL + LL + PO + FLT + -1FLL + -1WLX8.64 13.86 10.8 48.72 82.02 0

18 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX8.64 13.86 10.8 48.72 82.02 0

19 Dead + DL + LL + PO + FLT + FLL + WLZ 8.64 13.86 10.8 48.72 82.02 0

20 Dead + DL + LL + PO + -1FLT + FLL + WLZ8.64 13.86 10.8 48.72 82.02 0

21 Dead + DL + LL + PO + FLT + -1FLL + WLZ8.64 13.86 10.8 48.72 82.02 0

22 Dead + DL + LL + PO + -1FLT + -1FLL + WLZ8.64 13.86 10.8 48.72 82.02 0

23 Dead + DL + LL + PO + FLT + FLL + -1WLZ8.64 13.86 10.8 48.72 82.02 0

24 Dead + DL + LL + PO + -1FLT + FLL + -1WLZ8.64 13.86 10.8 48.72 82.02 0

25 Dead + DL + LL + PO + FLT + -1FLL + -1WLZ8.64 13.86 10.8 48.72 82.02 0

26 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ8.64 13.86 10.8 48.72 82.02 0

27 Dead + DL + LL + PO + FLT + FLL + 0.715EQX8.64 13.86 10.8 48.72 82.02 0

28 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX8.64 13.86 10.8 48.72 82.02 0

29 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX8.64 13.86 10.8 48.72 82.02 0

30 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX8.64 13.86 10.8 48.72 82.02 0

31 Dead + DL + LL + PO + FLT + FLL + -0.715EQX8.64 13.86 10.8 48.72 82.02 0

32 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX8.64 13.86 10.8 48.72 82.02 0

33 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX8.64 13.86 10.8 48.72 82.02 0

34 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX8.64 13.86 10.8 48.72 82.02 0

35 Dead + DL + LL + PO + FLT + FLL + 0.715EQZ8.64 13.86 10.8 48.72 82.02 0

36 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ8.64 13.86 10.8 48.72 82.02 0

37 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ8.64 13.86 10.8 48.72 82.02 0

38 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ8.64 13.86 10.8 48.72 82.02 0

39 Dead + DL + LL + PO + FLT + FLL + -0.715EQZ8.64 13.86 10.8 48.72 82.02 0

40 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ8.64 13.86 10.8 48.72 82.02 0

41 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ8.64 13.86 10.8 48.72 82.02 0

42 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ8.64 13.86 10.8 48.72 82.02 0

43 Dead + DL + PT 8.64 13.86 10.8 28.48 61.78 0

44 Dead + DL + PT + 0.6WLX 8.64 13.86 10.8 28.48 61.78 0

45 Dead + DL + PT + -0.6WLX 8.64 13.86 10.8 28.48 61.78 0

46 Dead + DL + PT + 0.6WLZ 8.64 13.86 10.8 28.48 61.78 0

47 Dead + DL + PT + -0.6WLZ 8.64 13.86 10.8 28.48 61.78 0

Page 171: Design Calculation for Pipe Supports

Page 104 of 133

DETAIL REPORT FOR F6SOIL BEARING RESULTS - LINEAR SOIL PRESSURE METHOD

No. Load Combination Max Min X Comp Z Comp Area in % in

Bearing Bearing Len Len Comp Comp

kN/sq m kN/sq m m m sq m

1 Dead + DL + PE 51.443 32.25 4.955 14.214 1.5 100

2 Dead + DL + PE + WLX 51.443 32.25 4.955 14.214 1.5 100

3 Dead + DL + PE + -1WLX 51.443 32.25 4.955 14.214 1.5 100

4 Dead + DL + PE + WLZ 51.443 32.25 4.955 14.214 1.5 100

5 Dead + DL + PE + -1WLZ 51.443 32.25 4.955 14.214 1.5 100

6 Dead + DL + LL + PO 98.447 10.912 1.733 42.201 1.5 100

7 Dead + DL + LL + PO + FLT + FLL 98.447 10.912 1.733 42.201 1.5 100

8 Dead + DL + LL + PO + -1FLT + FLL 98.447 10.912 1.733 42.201 1.5 100

9 Dead + DL + LL + PO + FLT + -1FLL 98.447 10.912 1.733 42.201 1.5 100

10 Dead + DL + LL + PO + -1FLT + -1FLL 98.447 10.912 1.733 42.201 1.5 100

11 Dead + DL + LL + PO + FLT + FLL + WLX98.447 10.912 1.733 42.201 1.5 100

12 Dead + DL + LL + PO + -1FLT + FLL + WLX98.447 10.912 1.733 42.201 1.5 100

13 Dead + DL + LL + PO + FLT + -1FLL + WLX98.447 10.912 1.733 42.201 1.5 100

14 Dead + DL + LL + PO + -1FLT + -1FLL + WLX98.447 10.912 1.733 42.201 1.5 100

15 Dead + DL + LL + PO + FLT + FLL + -1WLX98.447 10.912 1.733 42.201 1.5 100

16 Dead + DL + LL + PO + -1FLT + FLL + -1WLX98.447 10.912 1.733 42.201 1.5 100

17 Dead + DL + LL + PO + FLT + -1FLL + -1WLX98.447 10.912 1.733 42.201 1.5 100

18 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX98.447 10.912 1.733 42.201 1.5 100

19 Dead + DL + LL + PO + FLT + FLL + WLZ98.447 10.912 1.733 42.201 1.5 100

20 Dead + DL + LL + PO + -1FLT + FLL + WLZ98.447 10.912 1.733 42.201 1.5 100

21 Dead + DL + LL + PO + FLT + -1FLL + WLZ98.447 10.912 1.733 42.201 1.5 100

22 Dead + DL + LL + PO + -1FLT + -1FLL + WLZ98.447 10.912 1.733 42.201 1.5 100

23 Dead + DL + LL + PO + FLT + FLL + -1WLZ98.447 10.912 1.733 42.201 1.5 100

24 Dead + DL + LL + PO + -1FLT + FLL + -1WLZ98.447 10.912 1.733 42.201 1.5 100

25 Dead + DL + LL + PO + FLT + -1FLL + -1WLZ98.447 10.912 1.733 42.201 1.5 100

26 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ98.447 10.912 1.733 42.201 1.5 100

27 Dead + DL + LL + PO + FLT + FLL + 0.715EQX98.447 10.912 1.733 42.201 1.5 100

28 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX98.447 10.912 1.733 42.201 1.5 100

29 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX98.447 10.912 1.733 42.201 1.5 100

30 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX98.447 10.912 1.733 42.201 1.5 100

31 Dead + DL + LL + PO + FLT + FLL + -0.715EQX98.447 10.912 1.733 42.201 1.5 100

32 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX98.447 10.912 1.733 42.201 1.5 100

33 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX98.447 10.912 1.733 42.201 1.5 100

34 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX98.447 10.912 1.733 42.201 1.5 100

35 Dead + DL + LL + PO + FLT + FLL + 0.715EQZ98.447 10.912 1.733 42.201 1.5 100

36 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ98.447 10.912 1.733 42.201 1.5 100

37 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ98.447 10.912 1.733 42.201 1.5 100

38 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ98.447 10.912 1.733 42.201 1.5 100

39 Dead + DL + LL + PO + FLT + FLL + -0.715EQZ98.447 10.912 1.733 42.201 1.5 100

40 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ98.447 10.912 1.733 42.201 1.5 100

41 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ98.447 10.912 1.733 42.201 1.5 100

42 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ98.447 10.912 1.733 42.201 1.5 100

43 Dead + DL + PT 50.257 32.121 5.125 14.664 1.5 100

44 Dead + DL + PT + 0.6WLX 50.257 32.121 5.125 14.664 1.5 100

45 Dead + DL + PT + -0.6WLX 50.257 32.121 5.125 14.664 1.5 100

46 Dead + DL + PT + 0.6WLZ 50.257 32.121 5.125 14.664 1.5 100

47 Dead + DL + PT + -0.6WLZ 50.257 32.121 5.125 14.664 1.5 100

BEARING PRESSURE CALCULATION FOR UNFACTORED LOAD COMBINATION 42

Eccentricity condition: Biaxial eccentricity

Eccentricity - Z direction = Ecc,z = 3.555 mm

Eccentricity - X direction = Ecc,x = 194.776 mm

Total Axial Load = P = 82.02 kN

Footing length = Lx = 1.5 m

Footing width = Lz = 1 m

Mat Area A = Lx * Lz = 1.5 sq m

Soil overburden = S = 18 kN/sq m

Gross bearing pressure = Gbp = Solved by trial and error method 98.447 kN/sq m

Net soil bearing = Nbp = Gbp - S = 80.447 kN/sq m

Page 172: Design Calculation for Pipe Supports

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DETAIL REPORT FOR F6STABILITY RATIO CALCULATIONS

No. Load Combination Overturn Resist SRx Overturn Resist SRz

Mom - X Mom - X Mom - Z Mom - Z

kNm kNm kNm kNm

1 Dead + DL + PE 0.55 44.707 81.345 0.499 31.432 62.964

2 Dead + DL + PE + WLX 0.55 44.707 81.345 0.499 31.432 62.964

3 Dead + DL + PE + -1WLX 0.55 44.707 81.345 0.499 31.432 62.964

4 Dead + DL + PE + WLZ 0.55 44.707 81.345 0.499 31.432 62.964

5 Dead + DL + PE + -1WLZ 0.55 44.707 81.345 0.499 31.432 62.964

6 Dead + DL + LL + PO 17.14 62.679 3.657 1.978 42.696 21.59

7 Dead + DL + LL + PO + FLT + FLL 17.14 62.679 3.657 1.978 42.696 21.59

8 Dead + DL + LL + PO + -1FLT + FLL 17.14 62.679 3.657 1.978 42.696 21.59

9 Dead + DL + LL + PO + FLT + -1FLL 17.14 62.679 3.657 1.978 42.696 21.59

10 Dead + DL + LL + PO + -1FLT + -1FLL 17.14 62.679 3.657 1.978 42.696 21.59

11 Dead + DL + LL + PO + FLT + FLL + WLX17.14 62.679 3.657 1.978 42.696 21.59

12 Dead + DL + LL + PO + -1FLT + FLL + WLX17.14 62.679 3.657 1.978 42.696 21.59

13 Dead + DL + LL + PO + FLT + -1FLL + WLX17.14 62.679 3.657 1.978 42.696 21.59

14 Dead + DL + LL + PO + -1FLT + -1FLL + WLX17.14 62.679 3.657 1.978 42.696 21.59

15 Dead + DL + LL + PO + FLT + FLL + -1WLX17.14 62.679 3.657 1.978 42.696 21.59

16 Dead + DL + LL + PO + -1FLT + FLL + -1WLX17.14 62.679 3.657 1.978 42.696 21.59

17 Dead + DL + LL + PO + FLT + -1FLL + -1WLX17.14 62.679 3.657 1.978 42.696 21.59

18 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX17.14 62.679 3.657 1.978 42.696 21.59

19 Dead + DL + LL + PO + FLT + FLL + WLZ17.14 62.679 3.657 1.978 42.696 21.59

20 Dead + DL + LL + PO + -1FLT + FLL + WLZ17.14 62.679 3.657 1.978 42.696 21.59

21 Dead + DL + LL + PO + FLT + -1FLL + WLZ17.14 62.679 3.657 1.978 42.696 21.59

22 Dead + DL + LL + PO + -1FLT + -1FLL + WLZ17.14 62.679 3.657 1.978 42.696 21.59

23 Dead + DL + LL + PO + FLT + FLL + -1WLZ17.14 62.679 3.657 1.978 42.696 21.59

24 Dead + DL + LL + PO + -1FLT + FLL + -1WLZ17.14 62.679 3.657 1.978 42.696 21.59

25 Dead + DL + LL + PO + FLT + -1FLL + -1WLZ17.14 62.679 3.657 1.978 42.696 21.59

26 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ17.14 62.679 3.657 1.978 42.696 21.59

27 Dead + DL + LL + PO + FLT + FLL + 0.715EQX17.14 62.679 3.657 1.978 42.696 21.59

28 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX17.14 62.679 3.657 1.978 42.696 21.59

29 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX17.14 62.679 3.657 1.978 42.696 21.59

30 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX17.14 62.679 3.657 1.978 42.696 21.59

31 Dead + DL + LL + PO + FLT + FLL + -0.715EQX17.14 62.679 3.657 1.978 42.696 21.59

32 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX17.14 62.679 3.657 1.978 42.696 21.59

33 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX17.14 62.679 3.657 1.978 42.696 21.59

34 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX17.14 62.679 3.657 1.978 42.696 21.59

35 Dead + DL + LL + PO + FLT + FLL + 0.715EQZ17.14 62.679 3.657 1.978 42.696 21.59

36 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ17.14 62.679 3.657 1.978 42.696 21.59

37 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ17.14 62.679 3.657 1.978 42.696 21.59

38 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ17.14 62.679 3.657 1.978 42.696 21.59

39 Dead + DL + LL + PO + FLT + FLL + -0.715EQZ17.14 62.679 3.657 1.978 42.696 21.59

40 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ17.14 62.679 3.657 1.978 42.696 21.59

41 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ17.14 62.679 3.657 1.978 42.696 21.59

42 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ17.14 62.679 3.657 1.978 42.696 21.59

43 Dead + DL + PT 0.516 44.095 85.456 0.472 30.935 65.595

44 Dead + DL + PT + 0.6WLX 0.516 44.095 85.456 0.472 30.935 65.595

45 Dead + DL + PT + -0.6WLX 0.516 44.095 85.456 0.472 30.935 65.595

46 Dead + DL + PT + 0.6WLZ 0.516 44.095 85.456 0.472 30.935 65.595

47 Dead + DL + PT + -0.6WLZ 0.516 44.095 85.456 0.472 30.935 65.595

Note: Stability ratio values greater than 100 are displayed as 100.

Page 173: Design Calculation for Pipe Supports

Page 106 of 133

DETAIL REPORT FOR F6SLIDING RESISTANCE CALCULATION - X DIRECTION - UNFACTORED LOAD COMBINATION 42

Effective footing width = Lz = 1 m

Effective footing length = Lx = 1.5 m

Footing thickness = h = 0.3 m

Soil cover = h1 = 0.7 m

Soil unit weight = Y = 18 kN/cu m

Passive Pressure at the p1 = Yh1 = 12.6 kN/sq m

top of the base

Passive Pressure at the p2 = Y(h + h1) = 18 kN/sq m

bottom of the base

Passive resistance R1 = 0.5*Lz*h*(p1+p2) = 4.59 kN

Passive pressure coeff. Kp = 3

Friction coeff. u = 0.3

Total Axial Load P = 82.02 kN

Total Passive resistance R2 = R1*Kp = 13.77 kN

Friction resistance R3 = u*P = 24.606 kN

Total lateral resistance R = R2+R3 = 38.376 kN

Total applied lateral load S = 14.283 kN

Sliding Factor of Safety FS,slid = R/S = 2.687

Note: Sliding factor of safety value greater than 100 is displayed as 100.

SLIDING RESISTANCE CALCULATION - Z DIRECTION - UNFACTORED LOAD COMBINATION 42

Effective footing width = Lx = 1.5 m

Effective footing length = Lz = 1 m

Footing thickness = h = 0.3 m

Soil cover = h1 = 0.7 m

Soil unit weight = Y = 18 kN/cu m

Passive Pressure at the p1 = Yh1 = 12.6 kN/sq m

top of the base

Passive Pressure at the p2 = Y(h + h1) = 18 kN/sq m

bottom of the base

Passive resistance R1 = 0.5*Lx*h*(p1+p2) = 6.885 kN

Passive pressure coeff. Kp = 3

Friction coeff. u = 0.3

Total Axial Load P = 82.02 kN

Total Passive resistance R2 = R1*Kp = 20.655 kN

Friction resistance R3 = u*P = 24.606 kN

Total lateral resistance R = R2+R3 = 45.261 kN

Total applied lateral load S = 0.243 kN

Sliding Factor of Safety FS,slid = R/S = 100

Note: Sliding factor of safety value greater than 100 is displayed as 100.

FACTORED LOADS - SOIL BEARING VALUES

No. Load Combination Max X Min X Max Z Min Z

Bearing Bearing Bearing Bearing

kN/sq m kN/sq m kN/sq m kN/sq m

1 1.4Dead + 1.4DL + 1.4PE 69.487 47.684 61.119 56.052

2 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 69.487 47.684 61.119 56.052

3 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 69.487 47.684 61.119 56.052

4 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 69.487 47.684 61.119 56.052

5 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 69.487 47.684 61.119 56.052

6 1.4Dead + 1.4DL + 1.6LL + 1.4PO 136.192 16.91 78.184 74.918

7 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL136.192 16.91 78.184 74.918

8 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL136.192 16.91 78.184 74.918

9 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL136.192 16.91 78.184 74.918

10 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL136.192 16.91 78.184 74.918

11 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX116.736 14.494 67.015 64.216

12 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX116.736 14.494 67.015 64.216

13 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX116.736 14.494 67.015 64.216

14 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX116.736 14.494 67.015 64.216

15 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX116.736 14.494 67.015 64.216

16 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX116.736 14.494 67.015 64.216

17 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX116.736 14.494 67.015 64.216

18 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX116.736 14.494 67.015 64.216

19 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ116.736 14.494 67.015 64.216

20 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ116.736 14.494 67.015 64.216

21 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ116.736 14.494 67.015 64.216

22 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ116.736 14.494 67.015 64.216

23 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ116.736 14.494 67.015 64.216

24 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ116.736 14.494 67.015 64.216

25 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ116.736 14.494 67.015 64.216

26 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ116.736 14.494 67.015 64.216

27 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX116.736 14.494 67.015 64.216

28 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX116.736 14.494 67.015 64.216

29 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX116.736 14.494 67.015 64.216

Page 174: Design Calculation for Pipe Supports

Page 107 of 133

DETAIL REPORT FOR F630 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX116.736 14.494 67.015 64.216

31 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX116.736 14.494 67.015 64.216

32 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX116.736 14.494 67.015 64.216

33 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX116.736 14.494 67.015 64.216

34 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX116.736 14.494 67.015 64.216

35 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ116.736 14.494 67.015 64.216

36 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ116.736 14.494 67.015 64.216

37 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ116.736 14.494 67.015 64.216

38 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ116.736 14.494 67.015 64.216

39 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ116.736 14.494 67.015 64.216

40 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ116.736 14.494 67.015 64.216

41 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ116.736 14.494 67.015 64.216

42 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ116.736 14.494 67.015 64.216

43 1.4Dead + 1.4DL + 1.4PT 67.96 47.368 60.063 55.265

44 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 58.252 40.601 51.483 47.37

45 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 58.252 40.601 51.483 47.37

46 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 58.252 40.601 51.483 47.37

47 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 58.252 40.601 51.483 47.37

Page 175: Design Calculation for Pipe Supports

Page 108 of 133

DETAIL REPORT FOR F6BEAM SHEAR STRESS - X DIRECTION

No. Load Location Shear Shear Allowable Location Shear Shear Allowable

Combination Crit Sect Crit Sect Stress Stress Near Supp Near Supp Stress Stress

m kN N/sq mm N/sq mm m kN N/sq mm N/sq mm

1 1.4Dead + 1.4DL + 1.4PE 0.55 -10.216 0.051 0.613 0.55 -10.216 0.051 0.613

2 1.4Dead + 1.4DL + 1.4PE + 1.4WLX0.55 -10.216 0.051 0.613 0.55 -10.216 0.051 0.613

3 1.4Dead + 1.4DL + 1.4PE + -1.4WLX0.55 -10.216 0.051 0.613 0.55 -10.216 0.051 0.613

4 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ0.55 -10.216 0.051 0.613 0.55 -10.216 0.051 0.613

5 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ0.55 -10.216 0.051 0.613 0.55 -10.216 0.051 0.613

6 1.4Dead + 1.4DL + 1.6LL + 1.4PO0.55 -34.742 0.174 0.613 0.55 -34.742 0.174 0.613

7 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL0.55 -34.742 0.174 0.613 0.55 -34.742 0.174 0.613

8 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL0.55 -34.742 0.174 0.613 0.55 -34.742 0.174 0.613

9 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL0.55 -34.742 0.174 0.613 0.55 -34.742 0.174 0.613

10 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.55 -34.742 0.174 0.613 0.55 -34.742 0.174 0.613

11 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

12 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

13 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

14 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

15 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

16 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

17 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

18 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

19 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

20 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

21 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

22 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

23 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

24 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

25 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

26 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

27 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

28 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

29 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

30 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

31 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

32 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

33 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

34 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

35 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

36 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

37 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

38 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

39 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

40 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

41 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

42 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ0.55 -29.779 0.149 0.613 0.55 -29.779 0.149 0.613

43 1.4Dead + 1.4DL + 1.4PT 0.55 -9.869 0.049 0.613 0.55 -9.869 0.049 0.613

44 1.2Dead + 1.2DL + 1.2PT + 0.72WLX0.55 -8.459 0.042 0.613 0.55 -8.459 0.042 0.613

45 1.2Dead + 1.2DL + 1.2PT + -0.72WLX0.55 -8.459 0.042 0.613 0.55 -8.459 0.042 0.613

46 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ0.55 -8.459 0.042 0.613 0.55 -8.459 0.042 0.613

47 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ0.55 -8.459 0.042 0.613 0.55 -8.459 0.042 0.613

BEAM SHEAR STRESS - Z DIRECTION

No. Load Location Shear Shear Allowable Location Shear Shear Allowable

Combination Crit Sect Crit Sect Stress Stress Near Supp Near Supp Stress Stress

m kN N/sq mm N/sq mm m kN N/sq mm N/sq mm

1 1.4Dead + 1.4DL + 1.4PE 0.9 -5.677 0.019 0.635 0.9 -5.677 0.019 0.635

2 1.4Dead + 1.4DL + 1.4PE + 1.4WLX0.9 -5.677 0.019 0.635 0.9 -5.677 0.019 0.635

3 1.4Dead + 1.4DL + 1.4PE + -1.4WLX0.9 -5.677 0.019 0.635 0.9 -5.677 0.019 0.635

4 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ0.9 -5.677 0.019 0.635 0.9 -5.677 0.019 0.635

5 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ0.9 -5.677 0.019 0.635 0.9 -5.677 0.019 0.635

6 1.4Dead + 1.4DL + 1.6LL + 1.4PO0.1 8.251 0.028 0.635 0.1 8.251 0.028 0.635

7 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL0.1 8.251 0.028 0.635 0.1 8.251 0.028 0.635

8 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL0.1 8.251 0.028 0.635 0.1 8.251 0.028 0.635

9 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL0.1 8.251 0.028 0.635 0.1 8.251 0.028 0.635

10 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.1 8.251 0.028 0.635 0.1 8.251 0.028 0.635

11 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

12 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

13 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

14 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

15 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

16 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

17 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

Page 176: Design Calculation for Pipe Supports

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DETAIL REPORT FOR F618 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

19 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

20 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

21 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

22 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

23 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

24 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

25 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

26 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

27 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

28 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

29 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

30 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

31 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

32 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

33 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

34 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

35 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

36 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

37 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

38 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

39 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

40 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

41 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

42 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ0.1 7.072 0.024 0.635 0.1 7.072 0.024 0.635

43 1.4Dead + 1.4DL + 1.4PT 0.9 -5.521 0.018 0.635 0.9 -5.521 0.018 0.635

44 1.2Dead + 1.2DL + 1.2PT + 0.72WLX0.9 -4.732 0.016 0.635 0.9 -4.732 0.016 0.635

45 1.2Dead + 1.2DL + 1.2PT + -0.72WLX0.9 -4.732 0.016 0.635 0.9 -4.732 0.016 0.635

46 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ0.9 -4.732 0.016 0.635 0.9 -4.732 0.016 0.635

47 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ0.9 -4.732 0.016 0.635 0.9 -4.732 0.016 0.635

Page 177: Design Calculation for Pipe Supports

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DETAIL REPORT FOR F6ALLOWABLE BEAM SHEAR STRESS - X DIRECTION - FACTORED LOAD COMBINATION 1

AT A CRITICAL SECTION

Concrete comp strength = fc' = 40 N/sq mm

Approx effective depth = d = 200 mm

Footing width = Lz = 1 m

Footing thickness = Df = 0.3 m

Shear strength reduction factor = f = 0.8

Critical section location = l = 0.55 m

Footing steel area = As = 679 sq mm

Footing steel ratio percent = Rw = 100*As/bvd = 0.34

Reinft partial safety factor = Ym = 1.25

Allowable shear stress = fvc = 0.79*((100*As/bv*d)^(1/3))*((400/d)^(1/4))*((fc'/25)^(1/3))/Ym = 0.613 N/sq mm

Note: Allowable shear stress with enhancement may apply depending on the shear section location.

Page 178: Design Calculation for Pipe Supports

Page 111 of 133

Dimensional Solutions Mat3D Version 5.8.0 Date 9/11/2012

Foundation Name F8 Time 10:15:12 AM

Designed By: LITWIN PEL Engineer MCA Checker VBE

Filename:

DETAIL REPORT FOR F8

PROJECT INFORMATION

Project Name: PWRI UPGRADE AT BAB CL-5, CL-15, CL-16

Project Number: P11452

Client: ADCO

Project Location ABU DHABI

Foundation Description F8

DESIGN CODE BSI 8110 - 1997 INPUT UNITS SI OUTPUT UNITS SI

CONCRETE PARAMETERS: REINFORCING STEEL PARAMETERS:

Compressive Strength (N/sq mm) 40 Yield Strength (N/sq mm) 460

Unit Weight (kN/cu m) 24 Unit Weight (kN/cu m) 78

Pier Concrete Cover - X Dir (mm) 75 Modulus of Elasticity (kN/sq mm) 200

Pier Concrete Cover - Z Dir (mm) 75 Pier Min Rebar Spacing (mm) 100

Footing Side Concrete Cover - X Dir (mm) 75 Footing Min Rebar Spacing (mm) 100

Footing Side Concrete Cover - Z Dir (mm) 75 Footing Max Rebar Spacing (mm) 300

Footing Top Concrete Cover (mm) 75

Footing Bottom Concrete Cover - X Dir (mm) 75

SOIL PARAMETERS: REBAR PARAMETERS:

Unit Weight (kN/cu m) 18 Max Long Bar Size 20

Allowable Net Bearing Capacity (kN/sq m) 150 Min Long Bar Size 16

Bearing Capacity Method Linear Soil Pressure Max Tie Bar Size 12

Soil Type Granular Min Tie Bar Size 10

Passive Pressure Coefficient Kp 3 Max Ftg Bar Size 25

Soil To Concrete Friction f 0.3 Min Ftg Bar Size 10

Allowable Increase in Soil Pressure due to Short Term Loads (%) Temp & Shrinkage Steel Ratio 0.0018

Wind 0 Earthquake 0 Test 0

Min Stability Ratio 1.5

Safety Factor against Lateral Forces 1.5

MINIMUM FOUNDATION CRITERIA: BUOYANCY CRITERIA:

Depth of Footing Below Grade (mm) 1200 Consider Buoyancy: No

Minimum Soil Cover (mm) 700 Consider soil for buoyancy: No

Grade Elevation (mm) 100 Water table below grade (mm) 3000

Page 179: Design Calculation for Pipe Supports

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DETAIL REPORT FOR F8

APPLIED LOADS

P1

Load Axial Shear X Mom Z Shear Z Mom X

Case (kN) (kN) (kN m) (kN) (kN m)

1 - Dead 0.00 0.00 0.00 0.00 0.00

2 - DL 0.00 0.00 0.00 0.00 0.00

3 - LL 0.00 0.00 0.00 0.00 0.00

4 - PE 0.00 0.00 0.00 0.00 0.00

5 - PO 14.50 1.45 0.00 1.45 0.00

6 - PT 20.00 2.00 0.00 2.00 0.00

7 - FLT 23.00 2.30 0.00 2.30 0.00

8 - FLL 0.00 0.00 0.00 0.00 0.00

9 - WLX 0.00 0.00 0.00 0.00 0.00

10 - WLZ 0.00 0.00 0.00 0.00 0.00

11 - EQX 0.00 0.00 0.00 0.00 0.00

12 - EQZ 0.00 0.00 0.00 0.00 0.00

P2

Load Axial Shear X Mom Z Shear Z Mom X

Case (kN) (kN) (kN m) (kN) (kN m)

1 - Dead 0.00 0.00 0.00 0.00 0.00

2 - DL 0.00 0.00 0.00 0.00 0.00

3 - LL 0.00 0.00 0.00 0.00 0.00

4 - PE 0.00 0.00 0.00 0.00 0.00

5 - PO 14.50 1.45 0.00 1.45 0.00

6 - PT 20.00 2.00 0.00 2.00 0.00

7 - FLT 23.00 2.30 0.00 2.30 0.00

8 - FLL 0.00 0.00 0.00 0.00 0.00

9 - WLX 0.00 0.00 0.00 0.00 0.00

10 - WLZ 0.00 0.00 0.00 0.00 0.00

11 - EQX 0.00 0.00 0.00 0.00 0.00

12 - EQZ 0.00 0.00 0.00 0.00 0.00

Page 180: Design Calculation for Pipe Supports

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DETAIL REPORT FOR F8

UNFACTORED (ALLOWABLE) LOAD COMBINATIONS

P1

Load Axial Shear X Mom Z Shear Z Mom X

Comb (kN) (kN) (kN m) (kN) (kN m)

1 - Dead + DL + PE 0.00 0.00 0.00 0.00 0.00

2 - Dead + DL + PE + WLX 0.00 0.00 0.00 0.00 0.00

3 - Dead + DL + PE + -1WLX 0.00 0.00 0.00 0.00 0.00

4 - Dead + DL + PE + WLZ 0.00 0.00 0.00 0.00 0.00

5 - Dead + DL + PE + -1WLZ 0.00 0.00 0.00 0.00 0.00

6 - Dead + DL + LL + PO 14.50 1.45 0.00 1.45 0.00

7 - Dead + DL + LL + PO + FLT + FLL 37.50 3.75 0.00 3.75 0.00

8 - Dead + DL + LL + PO + -1FLT + FLL -8.50 -0.85 0.00 -0.85 0.00

9 - Dead + DL + LL + PO + FLT + -1FLL 37.50 3.75 0.00 3.75 0.00

10 - Dead + DL + LL + PO + -1FLT + -1FLL -8.50 -0.85 0.00 -0.85 0.00

11 - Dead + DL + LL + PO + FLT + FLL + WLX 37.50 3.75 0.00 3.75 0.00

12 - Dead + DL + LL + PO + -1FLT + FLL + WLX -8.50 -0.85 0.00 -0.85 0.00

13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 37.50 3.75 0.00 3.75 0.00

14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX -8.50 -0.85 0.00 -0.85 0.00

15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 37.50 3.75 0.00 3.75 0.00

16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX -8.50 -0.85 0.00 -0.85 0.00

17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 37.50 3.75 0.00 3.75 0.00

18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX -8.50 -0.85 0.00 -0.85 0.00

19 - Dead + DL + LL + PO + FLT + FLL + WLZ 37.50 3.75 0.00 3.75 0.00

20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ -8.50 -0.85 0.00 -0.85 0.00

21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 37.50 3.75 0.00 3.75 0.00

22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ -8.50 -0.85 0.00 -0.85 0.00

23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 37.50 3.75 0.00 3.75 0.00

24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ -8.50 -0.85 0.00 -0.85 0.00

25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 37.50 3.75 0.00 3.75 0.00

26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ -8.50 -0.85 0.00 -0.85 0.00

27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 37.50 3.75 0.00 3.75 0.00

28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX -8.50 -0.85 0.00 -0.85 0.00

29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 37.50 3.75 0.00 3.75 0.00

30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX -8.50 -0.85 0.00 -0.85 0.00

31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 37.50 3.75 0.00 3.75 0.00

32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX -8.50 -0.85 0.00 -0.85 0.00

33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 37.50 3.75 0.00 3.75 0.00

34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX-8.50 -0.85 0.00 -0.85 0.00

35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 37.50 3.75 0.00 3.75 0.00

36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ -8.50 -0.85 0.00 -0.85 0.00

37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 37.50 3.75 0.00 3.75 0.00

38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ -8.50 -0.85 0.00 -0.85 0.00

39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 37.50 3.75 0.00 3.75 0.00

40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ -8.50 -0.85 0.00 -0.85 0.00

41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 37.50 3.75 0.00 3.75 0.00

42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ-8.50 -0.85 0.00 -0.85 0.00

43 - Dead + DL + PT 20.00 2.00 0.00 2.00 0.00

44 - Dead + DL + PT + 0.6WLX 20.00 2.00 0.00 2.00 0.00

45 - Dead + DL + PT + -0.6WLX 20.00 2.00 0.00 2.00 0.00

46 - Dead + DL + PT + 0.6WLZ 20.00 2.00 0.00 2.00 0.00

47 - Dead + DL + PT + -0.6WLZ 20.00 2.00 0.00 2.00 0.00

Page 181: Design Calculation for Pipe Supports

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DETAIL REPORT FOR F8

P2

Load Axial Shear X Mom Z Shear Z Mom X

Comb (kN) (kN) (kN m) (kN) (kN m)

1 - Dead + DL + PE 0.00 0.00 0.00 0.00 0.00

2 - Dead + DL + PE + WLX 0.00 0.00 0.00 0.00 0.00

3 - Dead + DL + PE + -1WLX 0.00 0.00 0.00 0.00 0.00

4 - Dead + DL + PE + WLZ 0.00 0.00 0.00 0.00 0.00

5 - Dead + DL + PE + -1WLZ 0.00 0.00 0.00 0.00 0.00

6 - Dead + DL + LL + PO 14.50 1.45 0.00 1.45 0.00

7 - Dead + DL + LL + PO + FLT + FLL 37.50 3.75 0.00 3.75 0.00

8 - Dead + DL + LL + PO + -1FLT + FLL -8.50 -0.85 0.00 -0.85 0.00

9 - Dead + DL + LL + PO + FLT + -1FLL 37.50 3.75 0.00 3.75 0.00

10 - Dead + DL + LL + PO + -1FLT + -1FLL -8.50 -0.85 0.00 -0.85 0.00

11 - Dead + DL + LL + PO + FLT + FLL + WLX 37.50 3.75 0.00 3.75 0.00

12 - Dead + DL + LL + PO + -1FLT + FLL + WLX -8.50 -0.85 0.00 -0.85 0.00

13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 37.50 3.75 0.00 3.75 0.00

14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX -8.50 -0.85 0.00 -0.85 0.00

15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 37.50 3.75 0.00 3.75 0.00

16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX -8.50 -0.85 0.00 -0.85 0.00

17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 37.50 3.75 0.00 3.75 0.00

18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX -8.50 -0.85 0.00 -0.85 0.00

19 - Dead + DL + LL + PO + FLT + FLL + WLZ 37.50 3.75 0.00 3.75 0.00

20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ -8.50 -0.85 0.00 -0.85 0.00

21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 37.50 3.75 0.00 3.75 0.00

22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ -8.50 -0.85 0.00 -0.85 0.00

23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 37.50 3.75 0.00 3.75 0.00

24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ -8.50 -0.85 0.00 -0.85 0.00

25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 37.50 3.75 0.00 3.75 0.00

26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ -8.50 -0.85 0.00 -0.85 0.00

27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 37.50 3.75 0.00 3.75 0.00

28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX -8.50 -0.85 0.00 -0.85 0.00

29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 37.50 3.75 0.00 3.75 0.00

30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX -8.50 -0.85 0.00 -0.85 0.00

31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 37.50 3.75 0.00 3.75 0.00

32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX -8.50 -0.85 0.00 -0.85 0.00

33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 37.50 3.75 0.00 3.75 0.00

34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX-8.50 -0.85 0.00 -0.85 0.00

35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 37.50 3.75 0.00 3.75 0.00

36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ -8.50 -0.85 0.00 -0.85 0.00

37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 37.50 3.75 0.00 3.75 0.00

38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ -8.50 -0.85 0.00 -0.85 0.00

39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 37.50 3.75 0.00 3.75 0.00

40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ -8.50 -0.85 0.00 -0.85 0.00

41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 37.50 3.75 0.00 3.75 0.00

42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ-8.50 -0.85 0.00 -0.85 0.00

43 - Dead + DL + PT 20.00 2.00 0.00 2.00 0.00

44 - Dead + DL + PT + 0.6WLX 20.00 2.00 0.00 2.00 0.00

45 - Dead + DL + PT + -0.6WLX 20.00 2.00 0.00 2.00 0.00

46 - Dead + DL + PT + 0.6WLZ 20.00 2.00 0.00 2.00 0.00

47 - Dead + DL + PT + -0.6WLZ 20.00 2.00 0.00 2.00 0.00

Page 182: Design Calculation for Pipe Supports

Page 115 of 133

DETAIL REPORT FOR F8

FACTORED (ULTIMATE) LOAD COMBINATIONS

P1

Load Axial Shear X Mom Z Shear Z Mom X

Comb (kN) (kN) (kN m) (kN) (kN m)

1 - 1.4Dead + 1.4DL + 1.4PE 0.00 0.00 0.00 0.00 0.00

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.00 0.00 0.00 0.00 0.00

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.00 0.00 0.00 0.00 0.00

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.00 0.00 0.00 0.00 0.00

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.00 0.00 0.00 0.00 0.00

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 20.30 2.03 0.00 2.03 0.00

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 57.10 5.71 0.00 5.71 0.00

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL-16.50 -1.65 0.00 -1.65 0.00

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL57.10 5.71 0.00 5.71 0.00

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL-16.50 -1.65 0.00 -1.65 0.00

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX45.00 4.50 0.00 4.50 0.00

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX-10.20 -1.02 0.00 -1.02 0.00

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX45.00 4.50 0.00 4.50 0.00

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX-10.20 -1.02 0.00 -1.02 0.00

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX45.00 4.50 0.00 4.50 0.00

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX-10.20 -1.02 0.00 -1.02 0.00

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX45.00 4.50 0.00 4.50 0.00

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX-10.20 -1.02 0.00 -1.02 0.00

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ45.00 4.50 0.00 4.50 0.00

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ-10.20 -1.02 0.00 -1.02 0.00

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ45.00 4.50 0.00 4.50 0.00

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ-10.20 -1.02 0.00 -1.02 0.00

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ45.00 4.50 0.00 4.50 0.00

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ-10.20 -1.02 0.00 -1.02 0.00

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ45.00 4.50 0.00 4.50 0.00

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ-10.20 -1.02 0.00 -1.02 0.00

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX45.00 4.50 0.00 4.50 0.00

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX-10.20 -1.02 0.00 -1.02 0.00

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX45.00 4.50 0.00 4.50 0.00

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX-10.20 -1.02 0.00 -1.02 0.00

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX45.00 4.50 0.00 4.50 0.00

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX-10.20 -1.02 0.00 -1.02 0.00

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX45.00 4.50 0.00 4.50 0.00

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX-10.20 -1.02 0.00 -1.02 0.00

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ45.00 4.50 0.00 4.50 0.00

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ-10.20 -1.02 0.00 -1.02 0.00

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ45.00 4.50 0.00 4.50 0.00

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ-10.20 -1.02 0.00 -1.02 0.00

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ45.00 4.50 0.00 4.50 0.00

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ-10.20 -1.02 0.00 -1.02 0.00

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ45.00 4.50 0.00 4.50 0.00

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ-10.20 -1.02 0.00 -1.02 0.00

43 - 1.4Dead + 1.4DL + 1.4PT 28.00 2.80 0.00 2.80 0.00

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 24.00 2.40 0.00 2.40 0.00

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 24.00 2.40 0.00 2.40 0.00

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 24.00 2.40 0.00 2.40 0.00

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 24.00 2.40 0.00 2.40 0.00

Page 183: Design Calculation for Pipe Supports

Page 116 of 133

DETAIL REPORT FOR F8

P2

Load Axial Shear X Mom Z Shear Z Mom X

Comb (kN) (kN) (kN m) (kN) (kN m)

1 - 1.4Dead + 1.4DL + 1.4PE 0.00 0.00 0.00 0.00 0.00

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.00 0.00 0.00 0.00 0.00

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.00 0.00 0.00 0.00 0.00

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.00 0.00 0.00 0.00 0.00

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.00 0.00 0.00 0.00 0.00

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 20.30 2.03 0.00 2.03 0.00

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 57.10 5.71 0.00 5.71 0.00

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL-16.50 -1.65 0.00 -1.65 0.00

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL57.10 5.71 0.00 5.71 0.00

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL-16.50 -1.65 0.00 -1.65 0.00

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX45.00 4.50 0.00 4.50 0.00

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX-10.20 -1.02 0.00 -1.02 0.00

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX45.00 4.50 0.00 4.50 0.00

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX-10.20 -1.02 0.00 -1.02 0.00

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX45.00 4.50 0.00 4.50 0.00

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX-10.20 -1.02 0.00 -1.02 0.00

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX45.00 4.50 0.00 4.50 0.00

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX-10.20 -1.02 0.00 -1.02 0.00

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ45.00 4.50 0.00 4.50 0.00

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ-10.20 -1.02 0.00 -1.02 0.00

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ45.00 4.50 0.00 4.50 0.00

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ-10.20 -1.02 0.00 -1.02 0.00

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ45.00 4.50 0.00 4.50 0.00

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ-10.20 -1.02 0.00 -1.02 0.00

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ45.00 4.50 0.00 4.50 0.00

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ-10.20 -1.02 0.00 -1.02 0.00

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX45.00 4.50 0.00 4.50 0.00

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX-10.20 -1.02 0.00 -1.02 0.00

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX45.00 4.50 0.00 4.50 0.00

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX-10.20 -1.02 0.00 -1.02 0.00

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX45.00 4.50 0.00 4.50 0.00

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX-10.20 -1.02 0.00 -1.02 0.00

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX45.00 4.50 0.00 4.50 0.00

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX-10.20 -1.02 0.00 -1.02 0.00

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ45.00 4.50 0.00 4.50 0.00

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ-10.20 -1.02 0.00 -1.02 0.00

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ45.00 4.50 0.00 4.50 0.00

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ-10.20 -1.02 0.00 -1.02 0.00

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ45.00 4.50 0.00 4.50 0.00

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ-10.20 -1.02 0.00 -1.02 0.00

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ45.00 4.50 0.00 4.50 0.00

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ-10.20 -1.02 0.00 -1.02 0.00

43 - 1.4Dead + 1.4DL + 1.4PT 28.00 2.80 0.00 2.80 0.00

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 24.00 2.40 0.00 2.40 0.00

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 24.00 2.40 0.00 2.40 0.00

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 24.00 2.40 0.00 2.40 0.00

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 24.00 2.40 0.00 2.40 0.00

Page 184: Design Calculation for Pipe Supports

Page 117 of 133

DETAIL REPORT FOR F8

BEARING CAPACITY - LINEAR SOIL PRESSURE METHOD

Load Max All Ecc Ecc Moment Moment Rem

Comb Pressure Pressure Z Dir X Dir Z axis X axis

(kN/sq m) (kN/sq m) (cm) (cm) (kN-m) (kN-m)

1 - Dead + DL + PE 25.58 171.60 0.00 0.00 0.00 0.00

2 - Dead + DL + PE + WLX 25.58 171.60 0.00 0.00 0.00 0.00

3 - Dead + DL + PE + -1WLX 25.58 171.60 0.00 0.00 0.00 0.00

4 - Dead + DL + PE + WLZ 25.58 171.60 0.00 0.00 0.00 0.00

5 - Dead + DL + PE + -1WLZ 25.58 171.60 0.00 0.00 0.00 0.00

6 - Dead + DL + LL + PO 74.68 171.60 6.03 6.03 4.06 4.06

7 - Dead + DL + LL + PO + FLT + FLL 152.58 171.60 9.26 9.26 10.50 10.50

8 - Dead + DL + LL + PO + -1FLT + FLL 31.81 171.60 11.14 11.14 2.38 2.38

9 - Dead + DL + LL + PO + FLT + -1FLL 152.58 171.60 9.26 9.26 10.50 10.50

10 - Dead + DL + LL + PO + -1FLT + -1FLL 31.81 171.60 11.14 11.14 2.38 2.38

11 - Dead + DL + LL + PO + FLT + FLL + WLX 152.58 171.60 9.26 9.26 10.50 10.50

12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 31.81 171.60 11.14 11.14 2.38 2.38

13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 152.58 171.60 9.26 9.26 10.50 10.50

14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 31.81 171.60 11.14 11.14 2.38 2.38

15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 152.58 171.60 9.26 9.26 10.50 10.50

16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 31.81 171.60 11.14 11.14 2.38 2.38

17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 152.58 171.60 9.26 9.26 10.50 10.50

18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 31.81 171.60 11.14 11.14 2.38 2.38

19 - Dead + DL + LL + PO + FLT + FLL + WLZ 152.58 171.60 9.26 9.26 10.50 10.50

20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 31.81 171.60 11.14 11.14 2.38 2.38

21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 152.58 171.60 9.26 9.26 10.50 10.50

22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 31.81 171.60 11.14 11.14 2.38 2.38

23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 152.58 171.60 9.26 9.26 10.50 10.50

24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 31.81 171.60 11.14 11.14 2.38 2.38

25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 152.58 171.60 9.26 9.26 10.50 10.50

26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 31.81 171.60 11.14 11.14 2.38 2.38

27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 152.58 171.60 9.26 9.26 10.50 10.50

28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 31.81 171.60 11.14 11.14 2.38 2.38

29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 152.58 171.60 9.26 9.26 10.50 10.50

30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX31.81 171.60 11.14 11.14 2.38 2.38

31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 152.58 171.60 9.26 9.26 10.50 10.50

32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 31.81 171.60 11.14 11.14 2.38 2.38

33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX152.58 171.60 9.26 9.26 10.50 10.50

34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX31.81 171.60 11.14 11.14 2.38 2.38

35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 152.58 171.60 9.26 9.26 10.50 10.50

36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 31.81 171.60 11.14 11.14 2.38 2.38

37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 152.58 171.60 9.26 9.26 10.50 10.50

38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 31.81 171.60 11.14 11.14 2.38 2.38

39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 152.58 171.60 9.26 9.26 10.50 10.50

40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 31.81 171.60 11.14 11.14 2.38 2.38

41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 152.58 171.60 9.26 9.26 10.50 10.50

42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ31.81 171.60 11.14 11.14 2.38 2.38

43 - Dead + DL + PT 93.31 171.60 7.15 7.15 5.60 5.60

44 - Dead + DL + PT + 0.6WLX 93.31 171.60 7.15 7.15 5.60 5.60

45 - Dead + DL + PT + -0.6WLX 93.31 171.60 7.15 7.15 5.60 5.60

46 - Dead + DL + PT + 0.6WLZ 93.31 171.60 7.15 7.15 5.60 5.60

47 - Dead + DL + PT + -0.6WLZ 93.31 171.60 7.15 7.15 5.60 5.60

Page 185: Design Calculation for Pipe Supports

Page 118 of 133

DETAIL REPORT FOR F8

STABILITY RATIO / SLIDING SAFETY FACTOR

Load S.R. S.R. All Sliding Sliding All Remarks

Comb Z Dir X Dir S.R. FS - Z FS - X FS

1 - Dead + DL + PE 100.00 100.00 1.50 100.00 100.00 1.50

2 - Dead + DL + PE + WLX 100.00 100.00 1.50 100.00 100.00 1.50

3 - Dead + DL + PE + -1WLX 100.00 100.00 1.50 100.00 100.00 1.50

4 - Dead + DL + PE + WLZ 100.00 100.00 1.50 100.00 100.00 1.50

5 - Dead + DL + PE + -1WLZ 100.00 100.00 1.50 100.00 100.00 1.50

6 - Dead + DL + LL + PO 16.59 6.22 1.50 11.37 18.70 1.50

7 - Dead + DL + LL + PO + FLT + FLL 10.80 4.05 1.50 6.24 9.07 1.50

8 - Dead + DL + LL + PO + -1FLT + FLL 1.98 1.64 1.50 11.27 23.78 1.50

9 - Dead + DL + LL + PO + FLT + -1FLL 10.80 4.05 1.50 6.24 9.07 1.50

10 - Dead + DL + LL + PO + -1FLT + -1FLL 1.98 1.64 1.50 11.27 23.78 1.50

11 - Dead + DL + LL + PO + FLT + FLL + WLX 10.80 4.05 1.50 6.24 9.07 1.50

12 - Dead + DL + LL + PO + -1FLT + FLL + WLX 1.98 1.64 1.50 11.27 23.78 1.50

13 - Dead + DL + LL + PO + FLT + -1FLL + WLX 10.80 4.05 1.50 6.24 9.07 1.50

14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX 1.98 1.64 1.50 11.27 23.78 1.50

15 - Dead + DL + LL + PO + FLT + FLL + -1WLX 10.80 4.05 1.50 6.24 9.07 1.50

16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX 1.98 1.64 1.50 11.27 23.78 1.50

17 - Dead + DL + LL + PO + FLT + -1FLL + -1WLX 10.80 4.05 1.50 6.24 9.07 1.50

18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX 1.98 1.64 1.50 11.27 23.78 1.50

19 - Dead + DL + LL + PO + FLT + FLL + WLZ 10.80 4.05 1.50 6.24 9.07 1.50

20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ 1.98 1.64 1.50 11.27 23.78 1.50

21 - Dead + DL + LL + PO + FLT + -1FLL + WLZ 10.80 4.05 1.50 6.24 9.07 1.50

22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ 1.98 1.64 1.50 11.27 23.78 1.50

23 - Dead + DL + LL + PO + FLT + FLL + -1WLZ 10.80 4.05 1.50 6.24 9.07 1.50

24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ 1.98 1.64 1.50 11.27 23.78 1.50

25 - Dead + DL + LL + PO + FLT + -1FLL + -1WLZ 10.80 4.05 1.50 6.24 9.07 1.50

26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ 1.98 1.64 1.50 11.27 23.78 1.50

27 - Dead + DL + LL + PO + FLT + FLL + 0.715EQX 10.80 4.05 1.50 6.24 9.07 1.50

28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX 1.98 1.64 1.50 11.27 23.78 1.50

29 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX 10.80 4.05 1.50 6.24 9.07 1.50

30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX 1.98 1.64 1.50 11.27 23.78 1.50

31 - Dead + DL + LL + PO + FLT + FLL + -0.715EQX 10.80 4.05 1.50 6.24 9.07 1.50

32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX 1.98 1.64 1.50 11.27 23.78 1.50

33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX 10.80 4.05 1.50 6.24 9.07 1.50

34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX 1.98 1.64 1.50 11.27 23.78 1.50

35 - Dead + DL + LL + PO + FLT + FLL + 0.715EQZ 10.80 4.05 1.50 6.24 9.07 1.50

36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ 1.98 1.64 1.50 11.27 23.78 1.50

37 - Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ 10.80 4.05 1.50 6.24 9.07 1.50

38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ 1.98 1.64 1.50 11.27 23.78 1.50

39 - Dead + DL + LL + PO + FLT + FLL + -0.715EQZ 10.80 4.05 1.50 6.24 9.07 1.50

40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ 1.98 1.64 1.50 11.27 23.78 1.50

41 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ 10.80 4.05 1.50 6.24 9.07 1.50

42 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ 1.98 1.64 1.50 11.27 23.78 1.50

43 - Dead + DL + PT 13.99 5.25 1.50 9.07 14.38 1.50

44 - Dead + DL + PT + 0.6WLX 13.99 5.25 1.50 9.07 14.38 1.50

45 - Dead + DL + PT + -0.6WLX 13.99 5.25 1.50 9.07 14.38 1.50

46 - Dead + DL + PT + 0.6WLZ 13.99 5.25 1.50 9.07 14.38 1.50

47 - Dead + DL + PT + -0.6WLZ 13.99 5.25 1.50 9.07 14.38 1.50

Page 186: Design Calculation for Pipe Supports

Page 119 of 133

DETAIL REPORT FOR F8

FOOTING DESIGN INFORMATION

X Dim (mm) 750.00

Z Dim (mm) 2000.00

Thickness (mm) 300.00

Top Steel

Governing No of Bar Bar Area Area Moment Direction

Combination Bars Size Spac Prov Req

(mm) (mm) (sq cm/m) (sq cm/m) (kN m/m)

10. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL 13 12 150 7.35 0.05 0 X

9. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 5 12 150 7.54 1.19 -10 Z

Bottom Steel

Governing No of Bar Bar Area Area Moment Direction

Combination Bars Size Spac Prov Req

(mm) (mm) (sq cm/m) (sq cm/m) (kN m/m)

9. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 13 12 150 7.35 5.4 2 X

9. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 5 12 150 7.54 5.4 4 Z

PUNCHING SHEAR

P1

Control Net Ult Punch. All Rem

Comb Load Stress Stress

(kN) (N/sq mm) (N/sq mm)

9. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 5.94 0.03 0.63

P2

Control Net Ult Punch. All Rem

Comb Load Stress Stress

(kN) (N/sq mm) (N/sq mm)

9. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 17.81 0.09 0.63

Page 187: Design Calculation for Pipe Supports

Page 120 of 133

DETAIL REPORT FOR F8

MAXIMUM SHEAR - X DIRECTION

Load Left Max Shear All Rem

Comb Dist Shear Stress Stress

(m) (kN) (N/sq mm) (N/sq mm)

1 - 1.4Dead + 1.4DL + 1.4PE 0.18 2.76 0.01 0.63

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.18 2.76 0.01 0.63

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.18 2.76 0.01 0.63

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.18 2.76 0.01 0.63

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.18 2.76 0.01 0.63

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.58 -20.37 0.05 0.63

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.58 -52.29 0.13 0.63

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.58 9.77 0.02 0.63

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.58 -52.29 0.13 0.63

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.58 9.77 0.02 0.63

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX0.58 -41.40 0.10 0.63

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX0.58 6.48 0.02 0.63

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX0.58 -41.40 0.10 0.63

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX0.58 6.48 0.02 0.63

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX0.58 -41.40 0.10 0.63

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX0.58 6.48 0.02 0.63

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX0.58 -41.40 0.10 0.63

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX0.58 6.48 0.02 0.63

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ0.58 -41.40 0.10 0.63

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ0.58 6.48 0.02 0.63

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ0.58 -41.40 0.10 0.63

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ0.58 6.48 0.02 0.63

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ0.58 -41.40 0.10 0.63

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ0.58 6.48 0.02 0.63

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ0.58 -41.40 0.10 0.63

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ0.58 6.48 0.02 0.63

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX0.58 -41.40 0.10 0.63

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX0.58 6.48 0.02 0.63

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX0.58 -41.40 0.10 0.63

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX0.58 6.48 0.02 0.63

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX0.58 -41.40 0.10 0.63

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX0.58 6.48 0.02 0.63

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX0.58 -41.40 0.10 0.63

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX0.58 6.48 0.02 0.63

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ0.58 -41.40 0.10 0.63

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ0.58 6.48 0.02 0.63

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ0.58 -41.40 0.10 0.63

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ0.58 6.48 0.02 0.63

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ0.58 -41.40 0.10 0.63

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ0.58 6.48 0.02 0.63

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ0.58 -41.40 0.10 0.63

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ0.58 6.48 0.02 0.63

43 - 1.4Dead + 1.4DL + 1.4PT 0.58 -27.05 0.07 0.63

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.58 -23.18 0.06 0.63

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.58 -23.18 0.06 0.63

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.58 -23.18 0.06 0.63

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.58 -23.18 0.06 0.63

Page 188: Design Calculation for Pipe Supports

Page 121 of 133

DETAIL REPORT FOR F8

MAXIMUM SHEAR - Z DIRECTION

Load Bottom Max Shear All Rem

Comb Dist Shear Stress Stress

(m) (kN) (N/sq mm) (N/sq mm)

1 - 1.4Dead + 1.4DL + 1.4PE 0.80 -1.18 0.01 0.64

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 0.80 -1.18 0.01 0.64

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 0.80 -1.18 0.01 0.64

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 0.80 -1.18 0.01 0.64

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 0.80 -1.18 0.01 0.64

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 0.80 -9.34 0.06 0.64

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 0.80 -24.11 0.16 0.64

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL 0.80 5.44 0.04 0.64

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 0.80 -24.11 0.16 0.64

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.80 5.44 0.04 0.64

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX0.80 -19.09 0.13 0.64

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX0.80 3.08 0.02 0.64

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX0.80 -19.09 0.13 0.64

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX0.80 3.08 0.02 0.64

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX0.80 -19.09 0.13 0.64

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX0.80 3.08 0.02 0.64

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX0.80 -19.09 0.13 0.64

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX0.80 3.08 0.02 0.64

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ0.80 -19.09 0.13 0.64

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ0.80 3.08 0.02 0.64

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ0.80 -19.09 0.13 0.64

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ0.80 3.08 0.02 0.64

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ0.80 -19.09 0.13 0.64

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ0.80 3.08 0.02 0.64

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ0.80 -19.09 0.13 0.64

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ0.80 3.08 0.02 0.64

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX0.80 -19.09 0.13 0.64

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX0.80 3.08 0.02 0.64

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX0.80 -19.09 0.13 0.64

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX0.80 3.08 0.02 0.64

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX0.80 -19.09 0.13 0.64

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX0.80 3.08 0.02 0.64

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX0.80 -19.09 0.13 0.64

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX0.80 3.08 0.02 0.64

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ0.80 -19.09 0.13 0.64

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ0.80 3.08 0.02 0.64

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ0.80 -19.09 0.13 0.64

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ0.80 3.08 0.02 0.64

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ0.80 -19.09 0.13 0.64

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ0.80 3.08 0.02 0.64

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ0.80 -19.09 0.13 0.64

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ0.80 3.08 0.02 0.64

43 - 1.4Dead + 1.4DL + 1.4PT 0.80 -12.43 0.08 0.64

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 0.80 -10.65 0.07 0.64

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 0.80 -10.65 0.07 0.64

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 0.80 -10.65 0.07 0.64

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.80 -10.65 0.07 0.64

Page 189: Design Calculation for Pipe Supports

Page 122 of 133

DETAIL REPORT FOR F8

PIER/BASE PLATE DESIGN INFORMATION

P1 P2

X Dim (mm) 400.00 400.00

Z Dim (mm) 400.00 400.00

Height above grade (mm) 200.00 200.00

X Offset (mm) 375.00 375.00

Z Offset (mm) 1600.00 400.00

Requested Reinft. Ratio 0.0018 0.0018

Provided Reinft. Ratio 0.0101 0.0101

Long Bar Size (mm) 16 16

Bars in X Dir 3 3

Bars in Z Dir 3 3

Total Long Bars 8 8

Tie Bar Size (mm) 12 12

Total No. of Ties 9 9

Major Tie Spacing (mm) 150 150

Page 190: Design Calculation for Pipe Supports

Page 123 of 133

DETAIL REPORT FOR F8

PIER ULTIMATE LOAD CAPACITIES

P1

Load Axial Axial Mom X Mom X Mom Z Mom Z Rem

Comb Load Capa. Capa Capa

(kN) (kN) (kN m) (kN m) (kN m) (kN m)

1 - 1.4Dead + 1.4DL + 1.4PE 5.91 5.97 0.12 118.59 0.12 118.59

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 5.91 5.97 0.12 118.59 0.12 118.59

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 5.91 5.97 0.12 118.59 0.12 118.59

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 5.91 5.97 0.12 118.59 0.12 118.59

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 5.91 5.97 0.12 118.59 0.12 118.59

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 26.21 1376.89 2.23 115.74 2.23 115.74

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 63.01 1179.35 6.28 115.57 6.28 115.57

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL-10.59 -309.26 1.82 53.15 1.82 53.15

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL63.01 1179.35 6.28 115.57 6.28 115.57

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL-10.59 -309.26 1.82 53.15 1.82 53.15

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX50.07 1189.12 4.95 115.61 4.95 115.61

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX-5.13 -5.18 1.12 118.59 1.12 118.59

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX50.07 1189.12 4.95 115.61 4.95 115.61

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX-5.13 -5.18 1.12 118.59 1.12 118.59

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX50.07 1189.12 4.95 115.61 4.95 115.61

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX-5.13 -5.18 1.12 118.59 1.12 118.59

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX50.07 1189.12 4.95 115.61 4.95 115.61

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX-5.13 -5.18 1.12 118.59 1.12 118.59

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ50.07 1189.12 4.95 115.61 4.95 115.61

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ-5.13 -5.18 1.12 118.59 1.12 118.59

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ50.07 1189.12 4.95 115.61 4.95 115.61

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ-5.13 -5.18 1.12 118.59 1.12 118.59

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ50.07 1189.12 4.95 115.61 4.95 115.61

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ-5.13 -5.18 1.12 118.59 1.12 118.59

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ50.07 1189.12 4.95 115.61 4.95 115.61

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ-5.13 -5.18 1.12 118.59 1.12 118.59

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX50.07 1189.12 4.95 115.61 4.95 115.61

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX-5.13 -5.18 1.12 118.59 1.12 118.59

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX50.07 1189.12 4.95 115.61 4.95 115.61

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX-5.13 -5.18 1.12 118.59 1.12 118.59

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX50.07 1189.12 4.95 115.61 4.95 115.61

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX-5.13 -5.18 1.12 118.59 1.12 118.59

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX50.07 1189.12 4.95 115.61 4.95 115.61

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX-5.13 -5.18 1.12 118.59 1.12 118.59

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ50.07 1189.12 4.95 115.61 4.95 115.61

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ-5.13 -5.18 1.12 118.59 1.12 118.59

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ50.07 1189.12 4.95 115.61 4.95 115.61

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ-5.13 -5.18 1.12 118.59 1.12 118.59

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ50.07 1189.12 4.95 115.61 4.95 115.61

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ-5.13 -5.18 1.12 118.59 1.12 118.59

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ50.07 1189.12 4.95 115.61 4.95 115.61

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ-5.13 -5.18 1.12 118.59 1.12 118.59

43 - 1.4Dead + 1.4DL + 1.4PT 33.91 1294.15 3.08 115.82 3.08 115.82

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 29.07 1294.15 2.64 115.82 2.64 115.82

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 29.07 1294.15 2.64 115.82 2.64 115.82

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 29.07 1294.15 2.64 115.82 2.64 115.82

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 29.07 1294.15 2.64 115.82 2.64 115.82

Page 191: Design Calculation for Pipe Supports

Page 124 of 133

DETAIL REPORT FOR F8

P2

Load Axial Axial Mom X Mom X Mom Z Mom Z Rem

Comb Load Capa. Capa Capa

(kN) (kN) (kN m) (kN m) (kN m) (kN m)

1 - 1.4Dead + 1.4DL + 1.4PE 5.91 5.97 0.12 118.59 0.12 118.59

2 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 5.91 5.97 0.12 118.59 0.12 118.59

3 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 5.91 5.97 0.12 118.59 0.12 118.59

4 - 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 5.91 5.97 0.12 118.59 0.12 118.59

5 - 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 5.91 5.97 0.12 118.59 0.12 118.59

6 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO 26.21 1376.89 2.23 115.74 2.23 115.74

7 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL 63.01 1179.35 6.28 115.57 6.28 115.57

8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL-10.59 -309.26 1.82 53.15 1.82 53.15

9 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL63.01 1179.35 6.28 115.57 6.28 115.57

10 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL-10.59 -309.26 1.82 53.15 1.82 53.15

11 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX50.07 1189.12 4.95 115.61 4.95 115.61

12 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX-5.13 -5.18 1.12 118.59 1.12 118.59

13 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX50.07 1189.12 4.95 115.61 4.95 115.61

14 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX-5.13 -5.18 1.12 118.59 1.12 118.59

15 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX50.07 1189.12 4.95 115.61 4.95 115.61

16 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX-5.13 -5.18 1.12 118.59 1.12 118.59

17 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX50.07 1189.12 4.95 115.61 4.95 115.61

18 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX-5.13 -5.18 1.12 118.59 1.12 118.59

19 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ50.07 1189.12 4.95 115.61 4.95 115.61

20 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ-5.13 -5.18 1.12 118.59 1.12 118.59

21 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ50.07 1189.12 4.95 115.61 4.95 115.61

22 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ-5.13 -5.18 1.12 118.59 1.12 118.59

23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ50.07 1189.12 4.95 115.61 4.95 115.61

24 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ-5.13 -5.18 1.12 118.59 1.12 118.59

25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ50.07 1189.12 4.95 115.61 4.95 115.61

26 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ-5.13 -5.18 1.12 118.59 1.12 118.59

27 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX50.07 1189.12 4.95 115.61 4.95 115.61

28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX-5.13 -5.18 1.12 118.59 1.12 118.59

29 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX50.07 1189.12 4.95 115.61 4.95 115.61

30 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX-5.13 -5.18 1.12 118.59 1.12 118.59

31 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX50.07 1189.12 4.95 115.61 4.95 115.61

32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX-5.13 -5.18 1.12 118.59 1.12 118.59

33 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX50.07 1189.12 4.95 115.61 4.95 115.61

34 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX-5.13 -5.18 1.12 118.59 1.12 118.59

35 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ50.07 1189.12 4.95 115.61 4.95 115.61

36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ-5.13 -5.18 1.12 118.59 1.12 118.59

37 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ50.07 1189.12 4.95 115.61 4.95 115.61

38 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ-5.13 -5.18 1.12 118.59 1.12 118.59

39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ50.07 1189.12 4.95 115.61 4.95 115.61

40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ-5.13 -5.18 1.12 118.59 1.12 118.59

41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ50.07 1189.12 4.95 115.61 4.95 115.61

42 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ-5.13 -5.18 1.12 118.59 1.12 118.59

43 - 1.4Dead + 1.4DL + 1.4PT 33.91 1294.15 3.08 115.82 3.08 115.82

44 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 29.07 1294.15 2.64 115.82 2.64 115.82

45 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 29.07 1294.15 2.64 115.82 2.64 115.82

46 - 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 29.07 1294.15 2.64 115.82 2.64 115.82

47 - 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 29.07 1294.15 2.64 115.82 2.64 115.82

Page 192: Design Calculation for Pipe Supports

Page 125 of 133

DETAIL REPORT FOR F8

Page 193: Design Calculation for Pipe Supports

Page 126 of 133

DETAIL REPORT FOR F8

SELF WEIGHTS AND APPLIED EXTERNAL LOAD

No. Load Combination Load Elem Soil Mat App Axial Tot Axial Buoyant

Weight Weight Weight Load Load Load

kN kN kN kN kN kN

1 Dead + DL + PE 8.45 19.12 10.8 0 38.36 0

2 Dead + DL + PE + WLX 8.45 19.12 10.8 0 38.36 0

3 Dead + DL + PE + -1WLX 8.45 19.12 10.8 0 38.36 0

4 Dead + DL + PE + WLZ 8.45 19.12 10.8 0 38.36 0

5 Dead + DL + PE + -1WLZ 8.45 19.12 10.8 0 38.36 0

6 Dead + DL + LL + PO 8.45 19.12 10.8 29 67.36 0

7 Dead + DL + LL + PO + FLT + FLL 8.45 19.12 10.8 75 113.36 0

8 Dead + DL + LL + PO + -1FLT + FLL 8.45 19.12 10.8 -17 21.36 0

9 Dead + DL + LL + PO + FLT + -1FLL 8.45 19.12 10.8 75 113.36 0

10 Dead + DL + LL + PO + -1FLT + -1FLL 8.45 19.12 10.8 -17 21.36 0

11 Dead + DL + LL + PO + FLT + FLL + WLX 8.45 19.12 10.8 75 113.36 0

12 Dead + DL + LL + PO + -1FLT + FLL + WLX8.45 19.12 10.8 -17 21.36 0

13 Dead + DL + LL + PO + FLT + -1FLL + WLX8.45 19.12 10.8 75 113.36 0

14 Dead + DL + LL + PO + -1FLT + -1FLL + WLX8.45 19.12 10.8 -17 21.36 0

15 Dead + DL + LL + PO + FLT + FLL + -1WLX8.45 19.12 10.8 75 113.36 0

16 Dead + DL + LL + PO + -1FLT + FLL + -1WLX8.45 19.12 10.8 -17 21.36 0

17 Dead + DL + LL + PO + FLT + -1FLL + -1WLX8.45 19.12 10.8 75 113.36 0

18 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX8.45 19.12 10.8 -17 21.36 0

19 Dead + DL + LL + PO + FLT + FLL + WLZ 8.45 19.12 10.8 75 113.36 0

20 Dead + DL + LL + PO + -1FLT + FLL + WLZ8.45 19.12 10.8 -17 21.36 0

21 Dead + DL + LL + PO + FLT + -1FLL + WLZ8.45 19.12 10.8 75 113.36 0

22 Dead + DL + LL + PO + -1FLT + -1FLL + WLZ8.45 19.12 10.8 -17 21.36 0

23 Dead + DL + LL + PO + FLT + FLL + -1WLZ8.45 19.12 10.8 75 113.36 0

24 Dead + DL + LL + PO + -1FLT + FLL + -1WLZ8.45 19.12 10.8 -17 21.36 0

25 Dead + DL + LL + PO + FLT + -1FLL + -1WLZ8.45 19.12 10.8 75 113.36 0

26 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ8.45 19.12 10.8 -17 21.36 0

27 Dead + DL + LL + PO + FLT + FLL + 0.715EQX8.45 19.12 10.8 75 113.36 0

28 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX8.45 19.12 10.8 -17 21.36 0

29 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX8.45 19.12 10.8 75 113.36 0

30 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX8.45 19.12 10.8 -17 21.36 0

31 Dead + DL + LL + PO + FLT + FLL + -0.715EQX8.45 19.12 10.8 75 113.36 0

32 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX8.45 19.12 10.8 -17 21.36 0

33 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX8.45 19.12 10.8 75 113.36 0

34 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX8.45 19.12 10.8 -17 21.36 0

35 Dead + DL + LL + PO + FLT + FLL + 0.715EQZ8.45 19.12 10.8 75 113.36 0

36 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ8.45 19.12 10.8 -17 21.36 0

37 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ8.45 19.12 10.8 75 113.36 0

38 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ8.45 19.12 10.8 -17 21.36 0

39 Dead + DL + LL + PO + FLT + FLL + -0.715EQZ8.45 19.12 10.8 75 113.36 0

40 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ8.45 19.12 10.8 -17 21.36 0

41 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ8.45 19.12 10.8 75 113.36 0

42 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ8.45 19.12 10.8 -17 21.36 0

43 Dead + DL + PT 8.45 19.12 10.8 40 78.36 0

44 Dead + DL + PT + 0.6WLX 8.45 19.12 10.8 40 78.36 0

45 Dead + DL + PT + -0.6WLX 8.45 19.12 10.8 40 78.36 0

46 Dead + DL + PT + 0.6WLZ 8.45 19.12 10.8 40 78.36 0

47 Dead + DL + PT + -0.6WLZ 8.45 19.12 10.8 40 78.36 0

Page 194: Design Calculation for Pipe Supports

Page 127 of 133

DETAIL REPORT FOR F8SOIL BEARING RESULTS - LINEAR SOIL PRESSURE METHOD

No. Load Combination Max Min X Comp Z Comp Area in % in

Bearing Bearing Len Len Comp Comp

kN/sq m kN/sq m m m sq m

1 Dead + DL + PE 25.576 25.576 0.75 2 1.5 100

2 Dead + DL + PE + WLX 25.576 25.576 0.75 2 1.5 100

3 Dead + DL + PE + -1WLX 25.576 25.576 0.75 2 1.5 100

4 Dead + DL + PE + WLZ 25.576 25.576 0.75 2 1.5 100

5 Dead + DL + PE + -1WLZ 25.576 25.576 0.75 2 1.5 100

6 Dead + DL + LL + PO 74.683 15.136 1.293 9.197 1.5 100

7 Dead + DL + LL + PO + FLT + FLL 152.576 0 1.022 7.265 1.5 99.978

8 Dead + DL + LL + PO + -1FLT + FLL 31.807 0 0.934 6.593 1.468 97.867

9 Dead + DL + LL + PO + FLT + -1FLL 152.576 0 1.022 7.265 1.5 99.978

10 Dead + DL + LL + PO + -1FLT + -1FLL 31.807 0 0.934 6.593 1.468 97.867

11 Dead + DL + LL + PO + FLT + FLL + WLX152.576 0 1.022 7.265 1.5 99.978

12 Dead + DL + LL + PO + -1FLT + FLL + WLX31.807 0 0.934 6.593 1.468 97.867

13 Dead + DL + LL + PO + FLT + -1FLL + WLX152.576 0 1.022 7.265 1.5 99.978

14 Dead + DL + LL + PO + -1FLT + -1FLL + WLX31.807 0 0.934 6.593 1.468 97.867

15 Dead + DL + LL + PO + FLT + FLL + -1WLX152.576 0 1.022 7.265 1.5 99.978

16 Dead + DL + LL + PO + -1FLT + FLL + -1WLX31.807 0 0.934 6.593 1.468 97.867

17 Dead + DL + LL + PO + FLT + -1FLL + -1WLX152.576 0 1.022 7.265 1.5 99.978

18 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX31.807 0 0.934 6.593 1.468 97.867

19 Dead + DL + LL + PO + FLT + FLL + WLZ152.576 0 1.022 7.265 1.5 99.978

20 Dead + DL + LL + PO + -1FLT + FLL + WLZ31.807 0 0.934 6.593 1.468 97.867

21 Dead + DL + LL + PO + FLT + -1FLL + WLZ152.576 0 1.022 7.265 1.5 99.978

22 Dead + DL + LL + PO + -1FLT + -1FLL + WLZ31.807 0 0.934 6.593 1.468 97.867

23 Dead + DL + LL + PO + FLT + FLL + -1WLZ152.576 0 1.022 7.265 1.5 99.978

24 Dead + DL + LL + PO + -1FLT + FLL + -1WLZ31.807 0 0.934 6.593 1.468 97.867

25 Dead + DL + LL + PO + FLT + -1FLL + -1WLZ152.576 0 1.022 7.265 1.5 99.978

26 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ31.807 0 0.934 6.593 1.468 97.867

27 Dead + DL + LL + PO + FLT + FLL + 0.715EQX152.576 0 1.022 7.265 1.5 99.978

28 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX31.807 0 0.934 6.593 1.468 97.867

29 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX152.576 0 1.022 7.265 1.5 99.978

30 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX31.807 0 0.934 6.593 1.468 97.867

31 Dead + DL + LL + PO + FLT + FLL + -0.715EQX152.576 0 1.022 7.265 1.5 99.978

32 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX31.807 0 0.934 6.593 1.468 97.867

33 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX152.576 0 1.022 7.265 1.5 99.978

34 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX31.807 0 0.934 6.593 1.468 97.867

35 Dead + DL + LL + PO + FLT + FLL + 0.715EQZ152.576 0 1.022 7.265 1.5 99.978

36 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ31.807 0 0.934 6.593 1.468 97.867

37 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ152.576 0 1.022 7.265 1.5 99.978

38 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ31.807 0 0.934 6.593 1.468 97.867

39 Dead + DL + LL + PO + FLT + FLL + -0.715EQZ152.576 0 1.022 7.265 1.5 99.978

40 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ31.807 0 0.934 6.593 1.468 97.867

41 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ152.576 0 1.022 7.265 1.5 99.978

42 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ31.807 0 0.934 6.593 1.468 97.867

43 Dead + DL + PT 93.309 11.176 1.172 8.331 1.5 100

44 Dead + DL + PT + 0.6WLX 93.309 11.176 1.172 8.331 1.5 100

45 Dead + DL + PT + -0.6WLX 93.309 11.176 1.172 8.331 1.5 100

46 Dead + DL + PT + 0.6WLZ 93.309 11.176 1.172 8.331 1.5 100

47 Dead + DL + PT + -0.6WLZ 93.309 11.176 1.172 8.331 1.5 100

BEARING PRESSURE CALCULATION FOR UNFACTORED LOAD COMBINATION 41

Eccentricity condition: Biaxial eccentricity

Eccentricity - Z direction = Ecc,z = 92.622 mm

Eccentricity - X direction = Ecc,x = 92.622 mm

Total Axial Load = P = 113.36 kN

Footing length = Lx = 0.75 m

Footing width = Lz = 2 m

Mat Area A = Lx * Lz = 1.5 sq m

Soil overburden = S = 21.6 kN/sq m

Gross bearing pressure = Gbp = Solved by trial and error method 152.576 kN/sq m

Net soil bearing = Nbp = Gbp - S = 130.976 kN/sq m

Page 195: Design Calculation for Pipe Supports

Page 128 of 133

DETAIL REPORT FOR F8STABILITY RATIO CALCULATIONS

No. Load Combination Overturn Resist SRx Overturn Resist SRz

Mom - X Mom - X Mom - Z Mom - Z

kNm kNm kNm kNm

1 Dead + DL + PE 0 14.387 100 0 38.364 100

2 Dead + DL + PE + WLX 0 14.387 100 0 38.364 100

3 Dead + DL + PE + -1WLX 0 14.387 100 0 38.364 100

4 Dead + DL + PE + WLZ 0 14.387 100 0 38.364 100

5 Dead + DL + PE + -1WLZ 0 14.387 100 0 38.364 100

6 Dead + DL + LL + PO 4.06 25.262 6.222 4.06 67.364 16.592

7 Dead + DL + LL + PO + FLT + FLL 10.5 42.512 4.049 10.5 113.364 10.797

8 Dead + DL + LL + PO + -1FLT + FLL 8.755 14.387 1.643 19.38 38.364 1.98

9 Dead + DL + LL + PO + FLT + -1FLL 10.5 42.512 4.049 10.5 113.364 10.797

10 Dead + DL + LL + PO + -1FLT + -1FLL 8.755 14.387 1.643 19.38 38.364 1.98

11 Dead + DL + LL + PO + FLT + FLL + WLX 10.5 42.512 4.049 10.5 113.364 10.797

12 Dead + DL + LL + PO + -1FLT + FLL + WLX8.755 14.387 1.643 19.38 38.364 1.98

13 Dead + DL + LL + PO + FLT + -1FLL + WLX10.5 42.512 4.049 10.5 113.364 10.797

14 Dead + DL + LL + PO + -1FLT + -1FLL + WLX8.755 14.387 1.643 19.38 38.364 1.98

15 Dead + DL + LL + PO + FLT + FLL + -1WLX10.5 42.512 4.049 10.5 113.364 10.797

16 Dead + DL + LL + PO + -1FLT + FLL + -1WLX8.755 14.387 1.643 19.38 38.364 1.98

17 Dead + DL + LL + PO + FLT + -1FLL + -1WLX10.5 42.512 4.049 10.5 113.364 10.797

18 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX8.755 14.387 1.643 19.38 38.364 1.98

19 Dead + DL + LL + PO + FLT + FLL + WLZ 10.5 42.512 4.049 10.5 113.364 10.797

20 Dead + DL + LL + PO + -1FLT + FLL + WLZ8.755 14.387 1.643 19.38 38.364 1.98

21 Dead + DL + LL + PO + FLT + -1FLL + WLZ10.5 42.512 4.049 10.5 113.364 10.797

22 Dead + DL + LL + PO + -1FLT + -1FLL + WLZ8.755 14.387 1.643 19.38 38.364 1.98

23 Dead + DL + LL + PO + FLT + FLL + -1WLZ10.5 42.512 4.049 10.5 113.364 10.797

24 Dead + DL + LL + PO + -1FLT + FLL + -1WLZ8.755 14.387 1.643 19.38 38.364 1.98

25 Dead + DL + LL + PO + FLT + -1FLL + -1WLZ10.5 42.512 4.049 10.5 113.364 10.797

26 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ8.755 14.387 1.643 19.38 38.364 1.98

27 Dead + DL + LL + PO + FLT + FLL + 0.715EQX10.5 42.512 4.049 10.5 113.364 10.797

28 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX8.755 14.387 1.643 19.38 38.364 1.98

29 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQX10.5 42.512 4.049 10.5 113.364 10.797

30 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX8.755 14.387 1.643 19.38 38.364 1.98

31 Dead + DL + LL + PO + FLT + FLL + -0.715EQX10.5 42.512 4.049 10.5 113.364 10.797

32 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX8.755 14.387 1.643 19.38 38.364 1.98

33 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX10.5 42.512 4.049 10.5 113.364 10.797

34 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX8.755 14.387 1.643 19.38 38.364 1.98

35 Dead + DL + LL + PO + FLT + FLL + 0.715EQZ10.5 42.512 4.049 10.5 113.364 10.797

36 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ8.755 14.387 1.643 19.38 38.364 1.98

37 Dead + DL + LL + PO + FLT + -1FLL + 0.715EQZ10.5 42.512 4.049 10.5 113.364 10.797

38 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ8.755 14.387 1.643 19.38 38.364 1.98

39 Dead + DL + LL + PO + FLT + FLL + -0.715EQZ10.5 42.512 4.049 10.5 113.364 10.797

40 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ8.755 14.387 1.643 19.38 38.364 1.98

41 Dead + DL + LL + PO + FLT + -1FLL + -0.715EQZ10.5 42.512 4.049 10.5 113.364 10.797

42 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQZ8.755 14.387 1.643 19.38 38.364 1.98

43 Dead + DL + PT 5.6 29.387 5.248 5.6 78.364 13.994

44 Dead + DL + PT + 0.6WLX 5.6 29.387 5.248 5.6 78.364 13.994

45 Dead + DL + PT + -0.6WLX 5.6 29.387 5.248 5.6 78.364 13.994

46 Dead + DL + PT + 0.6WLZ 5.6 29.387 5.248 5.6 78.364 13.994

47 Dead + DL + PT + -0.6WLZ 5.6 29.387 5.248 5.6 78.364 13.994

Note: Stability ratio values greater than 100 are displayed as 100.

Page 196: Design Calculation for Pipe Supports

Page 129 of 133

DETAIL REPORT FOR F8SLIDING RESISTANCE CALCULATION - X DIRECTION - UNFACTORED LOAD COMBINATION 41

Effective footing width = Lz = 2 m

Effective footing length = Lx = 0.75 m

Footing thickness = h = 0.3 m

Soil cover = h1 = 0.9 m

Soil unit weight = Y = 18 kN/cu m

Passive Pressure at the p1 = Yh1 = 16.2 kN/sq m

top of the base

Passive Pressure at the p2 = Y(h + h1) = 21.6 kN/sq m

bottom of the base

Passive resistance R1 = 0.5*Lz*h*(p1+p2) = 11.34 kN

Passive pressure coeff. Kp = 3

Friction coeff. u = 0.3

Total Axial Load P = 113.36 kN

Total Passive resistance R2 = R1*Kp = 34.02 kN

Friction resistance R3 = u*P = 34.008 kN

Total lateral resistance R = R2+R3 = 68.028 kN

Total applied lateral load S = 7.5 kN

Sliding Factor of Safety FS,slid = R/S = 9.07

Note: Sliding factor of safety value greater than 100 is displayed as 100.

SLIDING RESISTANCE CALCULATION - Z DIRECTION - UNFACTORED LOAD COMBINATION 41

Effective footing width = Lx = 0.75 m

Effective footing length = Lz = 2 m

Footing thickness = h = 0.3 m

Soil cover = h1 = 0.9 m

Soil unit weight = Y = 18 kN/cu m

Passive Pressure at the p1 = Yh1 = 16.2 kN/sq m

top of the base

Passive Pressure at the p2 = Y(h + h1) = 21.6 kN/sq m

bottom of the base

Passive resistance R1 = 0.5*Lx*h*(p1+p2) = 4.253 kN

Passive pressure coeff. Kp = 3

Friction coeff. u = 0.3

Total Axial Load P = 113.36 kN

Total Passive resistance R2 = R1*Kp = 12.759 kN

Friction resistance R3 = u*P = 34.008 kN

Total lateral resistance R = R2+R3 = 46.767 kN

Total applied lateral load S = 7.5 kN

Sliding Factor of Safety FS,slid = R/S = 6.236

Note: Sliding factor of safety value greater than 100 is displayed as 100.

FACTORED LOADS - SOIL BEARING VALUES

No. Load Combination Max X Min X Max Z Min Z

Bearing Bearing Bearing Bearing

kN/sq m kN/sq m kN/sq m kN/sq m

1 1.4Dead + 1.4DL + 1.4PE 35.806 35.806 35.806 35.806

2 1.4Dead + 1.4DL + 1.4PE + 1.4WLX 35.806 35.806 35.806 35.806

3 1.4Dead + 1.4DL + 1.4PE + -1.4WLX 35.806 35.806 35.806 35.806

4 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 35.806 35.806 35.806 35.806

5 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 35.806 35.806 35.806 35.806

6 1.4Dead + 1.4DL + 1.6LL + 1.4PO 93.188 32.558 74.241 51.505

7 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL197.209 26.67 143.916 79.964

8 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL45.441 0 23.046 4.566

9 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL197.209 26.67 143.916 79.964

10 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL45.441 0 23.046 4.566

11 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX157.891 23.491 115.891 65.491

12 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX32.323 1.859 22.803 11.379

13 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX157.891 23.491 115.891 65.491

14 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX32.323 1.859 22.803 11.379

15 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX157.891 23.491 115.891 65.491

16 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX32.323 1.859 22.803 11.379

17 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX157.891 23.491 115.891 65.491

18 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX32.323 1.859 22.803 11.379

19 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ157.891 23.491 115.891 65.491

20 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ32.323 1.859 22.803 11.379

21 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ157.891 23.491 115.891 65.491

22 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ32.323 1.859 22.803 11.379

23 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ157.891 23.491 115.891 65.491

24 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ32.323 1.859 22.803 11.379

25 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ157.891 23.491 115.891 65.491

26 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ32.323 1.859 22.803 11.379

27 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX157.891 23.491 115.891 65.491

28 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX32.323 1.859 22.803 11.379

29 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX157.891 23.491 115.891 65.491

Page 197: Design Calculation for Pipe Supports

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DETAIL REPORT FOR F830 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX32.323 1.859 22.803 11.379

31 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX157.891 23.491 115.891 65.491

32 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX32.323 1.859 22.803 11.379

33 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX157.891 23.491 115.891 65.491

34 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX32.323 1.859 22.803 11.379

35 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ157.891 23.491 115.891 65.491

36 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ32.323 1.859 22.803 11.379

37 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ157.891 23.491 115.891 65.491

38 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ32.323 1.859 22.803 11.379

39 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ157.891 23.491 115.891 65.491

40 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ32.323 1.859 22.803 11.379

41 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ157.891 23.491 115.891 65.491

42 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ32.323 1.859 22.803 11.379

43 1.4Dead + 1.4DL + 1.4PT 114.953 31.326 88.82 57.46

44 1.2Dead + 1.2DL + 1.2PT + 0.72WLX 98.531 26.851 76.131 49.251

45 1.2Dead + 1.2DL + 1.2PT + -0.72WLX 98.531 26.851 76.131 49.251

46 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ 98.531 26.851 76.131 49.251

47 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 98.531 26.851 76.131 49.251

Page 198: Design Calculation for Pipe Supports

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DETAIL REPORT FOR F8BEAM SHEAR STRESS - X DIRECTION

No. Load Location Shear Shear Allowable Location Shear Shear Allowable

Combination Crit Sect Crit Sect Stress Stress Near Supp Near Supp Stress Stress

m kN N/sq mm N/sq mm m kN N/sq mm N/sq mm

1 1.4Dead + 1.4DL + 1.4PE 0.175 2.76 0.007 0.63 0.175 2.76 0.007 0.63

2 1.4Dead + 1.4DL + 1.4PE + 1.4WLX0.175 2.76 0.007 0.63 0.175 2.76 0.007 0.63

3 1.4Dead + 1.4DL + 1.4PE + -1.4WLX0.175 2.76 0.007 0.63 0.175 2.76 0.007 0.63

4 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ0.175 2.76 0.007 0.63 0.175 2.76 0.007 0.63

5 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ0.175 2.76 0.007 0.63 0.175 2.76 0.007 0.63

6 1.4Dead + 1.4DL + 1.6LL + 1.4PO0.575 -20.367 0.051 0.63 0.575 -20.367 0.051 0.63

7 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL0.575 -52.287 0.131 0.63 0.575 -52.287 0.131 0.63

8 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL0.575 9.773 0.024 0.63 0.575 9.773 0.024 0.63

9 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL0.575 -52.287 0.131 0.63 0.575 -52.287 0.131 0.63

10 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.575 9.773 0.024 0.63 0.575 9.773 0.024 0.63

11 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX0.575 -41.397 0.103 0.63 0.575 -41.397 0.103 0.63

12 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX0.575 6.482 0.016 0.63 0.575 6.482 0.016 0.63

13 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX0.575 -41.397 0.103 0.63 0.575 -41.397 0.103 0.63

14 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX0.575 6.482 0.016 0.63 0.575 6.482 0.016 0.63

15 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX0.575 -41.397 0.103 0.63 0.575 -41.397 0.103 0.63

16 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX0.575 6.482 0.016 0.63 0.575 6.482 0.016 0.63

17 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX0.575 -41.397 0.103 0.63 0.575 -41.397 0.103 0.63

18 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX0.575 6.482 0.016 0.63 0.575 6.482 0.016 0.63

19 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ0.575 -41.397 0.103 0.63 0.575 -41.397 0.103 0.63

20 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ0.575 6.482 0.016 0.63 0.575 6.482 0.016 0.63

21 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ0.575 -41.397 0.103 0.63 0.575 -41.397 0.103 0.63

22 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ0.575 6.482 0.016 0.63 0.575 6.482 0.016 0.63

23 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ0.575 -41.397 0.103 0.63 0.575 -41.397 0.103 0.63

24 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ0.575 6.482 0.016 0.63 0.575 6.482 0.016 0.63

25 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ0.575 -41.397 0.103 0.63 0.575 -41.397 0.103 0.63

26 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ0.575 6.482 0.016 0.63 0.575 6.482 0.016 0.63

27 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX0.575 -41.397 0.103 0.63 0.575 -41.397 0.103 0.63

28 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX0.575 6.482 0.016 0.63 0.575 6.482 0.016 0.63

29 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX0.575 -41.397 0.103 0.63 0.575 -41.397 0.103 0.63

30 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX0.575 6.482 0.016 0.63 0.575 6.482 0.016 0.63

31 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX0.575 -41.397 0.103 0.63 0.575 -41.397 0.103 0.63

32 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX0.575 6.482 0.016 0.63 0.575 6.482 0.016 0.63

33 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX0.575 -41.397 0.103 0.63 0.575 -41.397 0.103 0.63

34 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX0.575 6.482 0.016 0.63 0.575 6.482 0.016 0.63

35 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ0.575 -41.397 0.103 0.63 0.575 -41.397 0.103 0.63

36 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ0.575 6.482 0.016 0.63 0.575 6.482 0.016 0.63

37 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ0.575 -41.397 0.103 0.63 0.575 -41.397 0.103 0.63

38 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ0.575 6.482 0.016 0.63 0.575 6.482 0.016 0.63

39 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ0.575 -41.397 0.103 0.63 0.575 -41.397 0.103 0.63

40 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ0.575 6.482 0.016 0.63 0.575 6.482 0.016 0.63

41 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ0.575 -41.397 0.103 0.63 0.575 -41.397 0.103 0.63

42 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ0.575 6.482 0.016 0.63 0.575 6.482 0.016 0.63

43 1.4Dead + 1.4DL + 1.4PT 0.575 -27.046 0.068 0.63 0.575 -27.046 0.068 0.63

44 1.2Dead + 1.2DL + 1.2PT + 0.72WLX0.575 -23.183 0.058 0.63 0.575 -23.183 0.058 0.63

45 1.2Dead + 1.2DL + 1.2PT + -0.72WLX0.575 -23.183 0.058 0.63 0.575 -23.183 0.058 0.63

46 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ0.575 -23.183 0.058 0.63 0.575 -23.183 0.058 0.63

47 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ0.575 -23.183 0.058 0.63 0.575 -23.183 0.058 0.63

BEAM SHEAR STRESS - Z DIRECTION

No. Load Location Shear Shear Allowable Location Shear Shear Allowable

Combination Crit Sect Crit Sect Stress Stress Near Supp Near Supp Stress Stress

m kN N/sq mm N/sq mm m kN N/sq mm N/sq mm

1 1.4Dead + 1.4DL + 1.4PE 0.8 -1.183 0.008 0.635 0.8 -1.183 0.008 0.635

2 1.4Dead + 1.4DL + 1.4PE + 1.4WLX0.8 -1.183 0.008 0.635 0.8 -1.183 0.008 0.635

3 1.4Dead + 1.4DL + 1.4PE + -1.4WLX0.8 -1.183 0.008 0.635 0.8 -1.183 0.008 0.635

4 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ0.8 -1.183 0.008 0.635 0.8 -1.183 0.008 0.635

5 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ0.8 -1.183 0.008 0.635 0.8 -1.183 0.008 0.635

6 1.4Dead + 1.4DL + 1.6LL + 1.4PO0.8 -9.335 0.062 0.635 0.8 -9.335 0.062 0.635

7 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + 1.6FLL0.8 -24.114 0.161 0.635 0.8 -24.114 0.161 0.635

8 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL0.8 5.444 0.036 0.635 0.8 5.444 0.036 0.635

9 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL0.8 -24.114 0.161 0.635 0.8 -24.114 0.161 0.635

10 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL0.8 5.444 0.036 0.635 0.8 5.444 0.036 0.635

11 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX0.8 -19.086 0.127 0.635 0.8 -19.086 0.127 0.635

12 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLX0.8 3.083 0.021 0.635 0.8 3.083 0.021 0.635

13 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLX0.8 -19.086 0.127 0.635 0.8 -19.086 0.127 0.635

14 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLX0.8 3.083 0.021 0.635 0.8 3.083 0.021 0.635

15 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLX0.8 -19.086 0.127 0.635 0.8 -19.086 0.127 0.635

16 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLX0.8 3.083 0.021 0.635 0.8 3.083 0.021 0.635

17 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLX0.8 -19.086 0.127 0.635 0.8 -19.086 0.127 0.635

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DETAIL REPORT FOR F818 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLX0.8 3.083 0.021 0.635 0.8 3.083 0.021 0.635

19 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLZ0.8 -19.086 0.127 0.635 0.8 -19.086 0.127 0.635

20 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + 1.2WLZ0.8 3.083 0.021 0.635 0.8 3.083 0.021 0.635

21 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + 1.2WLZ0.8 -19.086 0.127 0.635 0.8 -19.086 0.127 0.635

22 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + 1.2WLZ0.8 3.083 0.021 0.635 0.8 3.083 0.021 0.635

23 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ0.8 -19.086 0.127 0.635 0.8 -19.086 0.127 0.635

24 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + 1.2FLL + -1.2WLZ0.8 3.083 0.021 0.635 0.8 3.083 0.021 0.635

25 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ0.8 -19.086 0.127 0.635 0.8 -19.086 0.127 0.635

26 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ0.8 3.083 0.021 0.635 0.8 3.083 0.021 0.635

27 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQX0.8 -19.086 0.127 0.635 0.8 -19.086 0.127 0.635

28 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX0.8 3.083 0.021 0.635 0.8 3.083 0.021 0.635

29 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQX0.8 -19.086 0.127 0.635 0.8 -19.086 0.127 0.635

30 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQX0.8 3.083 0.021 0.635 0.8 3.083 0.021 0.635

31 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQX0.8 -19.086 0.127 0.635 0.8 -19.086 0.127 0.635

32 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX0.8 3.083 0.021 0.635 0.8 3.083 0.021 0.635

33 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQX0.8 -19.086 0.127 0.635 0.8 -19.086 0.127 0.635

34 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQX0.8 3.083 0.021 0.635 0.8 3.083 0.021 0.635

35 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + EQZ0.8 -19.086 0.127 0.635 0.8 -19.086 0.127 0.635

36 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ0.8 3.083 0.021 0.635 0.8 3.083 0.021 0.635

37 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + EQZ0.8 -19.086 0.127 0.635 0.8 -19.086 0.127 0.635

38 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + EQZ0.8 3.083 0.021 0.635 0.8 3.083 0.021 0.635

39 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ0.8 -19.086 0.127 0.635 0.8 -19.086 0.127 0.635

40 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ0.8 3.083 0.021 0.635 0.8 3.083 0.021 0.635

41 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ0.8 -19.086 0.127 0.635 0.8 -19.086 0.127 0.635

42 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + -1.2FLL + -1EQZ0.8 3.083 0.021 0.635 0.8 3.083 0.021 0.635

43 1.4Dead + 1.4DL + 1.4PT 0.8 -12.428 0.083 0.635 0.8 -12.428 0.083 0.635

44 1.2Dead + 1.2DL + 1.2PT + 0.72WLX0.8 -10.652 0.071 0.635 0.8 -10.652 0.071 0.635

45 1.2Dead + 1.2DL + 1.2PT + -0.72WLX0.8 -10.652 0.071 0.635 0.8 -10.652 0.071 0.635

46 1.2Dead + 1.2DL + 1.2PT + 0.72WLZ0.8 -10.652 0.071 0.635 0.8 -10.652 0.071 0.635

47 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ0.8 -10.652 0.071 0.635 0.8 -10.652 0.071 0.635

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DETAIL REPORT FOR F8ALLOWABLE BEAM SHEAR STRESS - X DIRECTION - FACTORED LOAD COMBINATION 1

AT A CRITICAL SECTION

Concrete comp strength = fc' = 40 N/sq mm

Approx effective depth = d = 200 mm

Footing width = Lz = 2 m

Footing thickness = Df = 0.3 m

Shear strength reduction factor = f = 0.8

Critical section location = l = 0.175 m

Footing steel area = As = 1470 sq mm

Footing steel ratio percent = Rw = 100*As/bvd = 0.368

Reinft partial safety factor = Ym = 1.25

Allowable shear stress = fvc = 0.79*((100*As/bv*d)^(1/3))*((400/d)^(1/4))*((fc'/25)^(1/3))/Ym = 0.63 N/sq mm

Note: Allowable shear stress with enhancement may apply depending on the shear section location.