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

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

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


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.

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

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


DOC. TITLE:

7359.03 PROJECT NO: P11542


(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.

(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


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


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.:

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


CONTRACT NO.: P11542 REV.

11-01-83-0602

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


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

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


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


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



11-01-83-0602

CONTRACT NO.:

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


Appendix - I

DRAWINGS

OF 15

A DATE:


ADCO DOCUMENT NO.

11-01-83-0602

P11542 REV. 10/8/2012



Appendix - II

PIPING INPUT

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

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


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


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


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

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)

OF 15

A DATE:


ADCO DOCUMENT NO.

11-01-83-0602

P11542 REV. 10/8/2012



Appendix - III

STRUCTURAL STEEL STAAD OUTPUT

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

* *

* 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

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


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

* *

* 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

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)

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


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


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


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


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


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


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


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


249. 1 1.2 5 1.2 9 0.72


251. 1 1.2 5 1.2 9 -0.72

252. *SERVICE LOAD COMBINATIONS

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


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


257. 1 1.0 3 1.0


259. 1 1.0 3 1.0 8 1.0


261. 1 1.0 3 1.0 8 -1.0


263. 1 1.0 3 1.0 9 1.0


265. 1 1.0 3 1.0 9 -1.0

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


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


270. 1 1.0 4 1.0 2 1.0


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


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


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


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



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


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


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


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

288. ***



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


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


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


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



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


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


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


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

307. ***



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


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


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


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



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


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


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


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

326. ***



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


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


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


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



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


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


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


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

345. ***



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


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


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


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

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


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


359. 1 1.0 5 1.0



362. 1 1.0 5 1.0 8 0.6


364. 1 1.0 5 1.0 8 -0.6



367. 1 1.0 5 1.0 9 0.6


369. 1 1.0 5 1.0 9 -0.6

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


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

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


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 -


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


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


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. *****************************************************


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] *

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

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

* *

* STAAD.Pro *




* Date= JUL 20, 2012 *

* Time= 13:54:36 *

* *

* USER ID: *

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

1. STAAD SPACE

INPUT FILE: PS-02 PS-03.STD


3. ENGINEER DATE 17JUL2012

4. JOB NAME P11542 - PIPE SUPPORT 02 03

5. JOB CLIENT ADCO



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

9. INPUT WIDTH 79

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

11. UNIT METER KN


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


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. ****************************************************************


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


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


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


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. ****************************************************************


48. SELFWEIGHT 1

49. **

50. JOINT WEIGHT

51. 26 WEIGHT 2.5

52. MEMBER WEIGHT

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


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

56. UBC LOAD X 1



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




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

* *


* T = 0.175, LOAD FACTOR = 1.000 *

* UBC TYPE = 97 *

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

* *

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

58. CHANGE

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


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

62. UBC LOAD Z 1


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

* *


* T = 0.285, LOAD FACTOR = 1.000 *

* UBC TYPE = 97 *

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

* *

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

64. CHANGE

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


67. SELFWEIGHT Y -1

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

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


71. JOINT LOAD

72. 26 29 31 33 34 FX 0.0001

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

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


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. ****************************************************************


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

92. 25 CON GZ 0.928 1

93. 25 CON GX -0.075 1

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


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. ****************************************************************


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

107. MEMBER LOAD

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

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


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

112. MEMBER LOAD

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

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


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


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


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

129. MEMBER LOAD

130. 24 TO 27 32 35 36 UNI GZ 0.48

131. 24 26 35 36 UNI GZ 0.48


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


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


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


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


141. 1 1.4 3 1.4


143. 1 1.4 3 1.4 8 1.4


145. 1 1.4 3 1.4 8 -1.4


147. 1 1.4 3 1.4 9 1.4


149. 1 1.4 3 1.4 9 -1.4

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


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


154. 1 1.4 4 1.4 2 1.6


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


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


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


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


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


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


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


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

172. ***



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


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


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


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



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


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


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


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

191. ***



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


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


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


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



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


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


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


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

210. ***



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


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


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


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



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


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


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


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

229. ***



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


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


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


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

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


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


243. 1 1.4 5 1.4



246. 1 1.2 5 1.2 8 0.72


248. 1 1.2 5 1.2 8 -0.72



251. 1 1.2 5 1.2 9 0.72


253. 1 1.2 5 1.2 9 -0.72


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


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


259. 1 1.0 3 1.0


261. 1 1.0 3 1.0 8 1.0


263. 1 1.0 3 1.0 8 -1.0


265. 1 1.0 3 1.0 9 1.0


267. 1 1.0 3 1.0 9 -1.0

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


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


272. 1 1.0 4 1.0 2 1.0


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


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


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


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



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


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


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


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

290. ***



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


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


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


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



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


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


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


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

309. ***



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


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


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


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



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


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


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


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

328. ***



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


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


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


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



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


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


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


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

347. ***



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


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


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


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

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


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


361. 1 1.0 5 1.0



364. 1 1.0 5 1.0 8 0.6


366. 1 1.0 5 1.0 8 -0.6



369. 1 1.0 5 1.0 9 0.6


371. 1 1.0 5 1.0 9 -0.6

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


374. 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



392. STEEL TAKE OFF LIST 24 TO 38

STEEL TAKE-OFF

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


ST UC254X254X89 12.15 10.776

ST UC203X203X46 5.60 2.580

ST UA80X80X8 8.54 0.825

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

TOTAL = 14.181


393. CHECK CODE ALL


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




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


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


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


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



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 -


394. FINISH


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

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



* *

* Telephone Email *










* *




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

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

* *

* STAAD.Pro *




* Date= JUL 20, 2012 *

* Time= 13:55:55 *

* *

* USER ID: *

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

1. STAAD SPACE

INPUT FILE: PS-04.STD


3. ENGINEER DATE 9 JUL 2012

4. JOB NAME P11542 - PIPE SUPPORT 04

5. JOB CLIENT ADCO



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

9. INPUT WIDTH 79

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

11. UNIT METER KN


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


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

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


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


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


28. 24 TO 26 TABLE ST UC254X254X89

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

30. CONSTANTS

31. *BETA 90 MEMB 2


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

34. SUPPORTS

35. 25 FIXED

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

37. DEFINE UBC LOAD

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


40. SELFWEIGHT 1

41. **

42. JOINT WEIGHT

43. 26 WEIGHT 2.5

44. MEMBER WEIGHT

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


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

48. UBC LOAD X 1



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




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

* *


* T = 0.163, LOAD FACTOR = 1.000 *

* UBC TYPE = 97 *

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

* *

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

50. CHANGE

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


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

54. UBC LOAD Z 1


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

* *


* T = 0.278, LOAD FACTOR = 1.000 *

* UBC TYPE = 97 *

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

* *

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

56. CHANGE

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


59. SELFWEIGHT Y -1

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

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


63. JOINT LOAD

64. 26 TO 28 FX 0.0001

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

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


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

69. JOINT LOAD

70. 26 FX -0.942

71. 26 FY -6.607

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


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

75. JOINT LOAD

76. 26 FX -2.075

77. 26 FY -6.929

78. 26 FZ 0.458

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


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

82. JOINT LOAD

83. 26 FX -0.879

84. 26 FY -6.184

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


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

88. JOINT LOAD

89. 26 FX 0.0001

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


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

93. JOINT LOAD

94. 26 FX 0.0001

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


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

98. MEMBER LOAD

99. 24 UNI GX 0.48

100. JOINT LOAD

101. 26 FX 1.15


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


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

106. MEMBER LOAD

107. 24 TO 26 UNI GZ 0.48

108. JOINT LOAD

109. 26 FZ 1.12


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


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


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


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


119. 1 1.4 3 1.4


121. 1 1.4 3 1.4 8 1.4


123. 1 1.4 3 1.4 8 -1.4


125. 1 1.4 3 1.4 9 1.4


127. 1 1.4 3 1.4 9 -1.4

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


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


132. 1 1.4 4 1.4 2 1.6


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


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


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


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



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


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


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


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

150. ***



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


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


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


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



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

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


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


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

169. ***



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


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


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


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



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


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


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


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

188. ***



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


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


195. 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 10 -1.0


197. 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 10 -1.0



200. 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 11 1.0


202. 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 11 1.0


204. 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 11 1.0


206. 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 11 1.0

207. ***



210. 1 1.2 4 1.2 2 1.0 6 1.2 7 1.2 11 -1.0


212. 1 1.2 4 1.2 2 1.0 6 -1.2 7 1.2 11 -1.0


214. 1 1.2 4 1.2 2 1.0 6 1.2 7 -1.2 11 -1.0


216. 1 1.2 4 1.2 2 1.0 6 -1.2 7 -1.2 11 -1.0

217. ****************************************************************


219. ****************************************************************


221. 1 1.4 5 1.4



224. 1 1.2 5 1.2 8 0.72


226. 1 1.2 5 1.2 8 -0.72



229. 1 1.2 5 1.2 9 0.72


231. 1 1.2 5 1.2 9 -0.72


233. ****************************************************************


235. ****************************************************************


237. 1 1.0 3 1.0


239. 1 1.0 3 1.0 8 1.0


241. 1 1.0 3 1.0 8 -1.0


243. 1 1.0 3 1.0 9 1.0


245. 1 1.0 3 1.0 9 -1.0

246. ****************************************************************


248. ****************************************************************


250. 1 1.0 4 1.0 2 1.0


252. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0


254. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0


256. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0


258. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0



261. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 8 1.0


263. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 8 1.0


265. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 8 1.0


267. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 8 1.0

268. ***



271. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 8 -1.0


273. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 8 -1.0


275. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 8 -1.0


277. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 8 -1.0



280. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 9 1.0


282. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 9 1.0


284. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 9 1.0


286. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 9 1.0

287. ***



290. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 9 -1.0


292. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 9 -1.0


294. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 9 -1.0


296. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 9 -1.0



299. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 10 0.715


301. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 10 0.715


303. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 10 0.715


305. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 10 0.715

306. ***



309. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 10 -0.715


311. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 10 -0.715


313. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 10 -0.715


315. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 10 -0.715



318. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 11 0.715


320. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 11 0.715


322. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 11 0.715


324. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 11 0.715

325. ***



328. 1 1.0 4 1.0 2 1.0 6 1.0 7 1.0 11 -0.715


330. 1 1.0 4 1.0 2 1.0 6 -1.0 7 1.0 11 -0.715


332. 1 1.0 4 1.0 2 1.0 6 1.0 7 -1.0 11 -0.715


334. 1 1.0 4 1.0 2 1.0 6 -1.0 7 -1.0 11 -0.715

335. ****************************************************************


337. ****************************************************************


339. 1 1.0 5 1.0



342. 1 1.0 5 1.0 8 0.6


344. 1 1.0 5 1.0 8 -0.6



347. 1 1.0 5 1.0 9 0.6


349. 1 1.0 5 1.0 9 -0.6

350. ******************************************************


352. DEFINE ENVELOP



355. 1 TO 11 ENVELOP 3 TYPE CONNECTION


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

358. PARAMETER 1

359. CODE BS5950

360. PY 250000 MEMB 24



363. CHECK CODE ALL


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




FX MY MZ LOCATION


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


364. *****************************************************


366. STEEL TAKE OFF LIST 24 TO 26

STEEL TAKE-OFF

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


ST UC254X254X89 5.32 4.723

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

TOTAL = 4.723


367. FINISH


**** DATE= JUL 20,2012 TIME= 13:55:57 ****

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



* *

* Telephone Email *










* *




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

OF 15

A DATE:


ADCO DOCUMENT NO.

11-01-83-0602

P11542 REV. 10/8/2012



Appendix - IV

BASEPLATE DESIGN

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


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




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


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


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


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 :-


Dimensions :-

a = 200 b = 150 mm a/b = 1.33333 say, 1.00 Refer Moody's


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


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 :-


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.

OF 15

A DATE:


ADCO DOCUMENT NO.

11-01-83-0602

P11542 REV. 10/8/2012



Appendix - V

FOUNDATION DESIGN

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

of 133


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



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

of 133


P3



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

of 133


UNFACTORED (ALLOWABLE) LOAD COMBINATIONS

P1


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

of 133


P2



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

of 133


P3



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





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

of 133


FACTORED (ULTIMATE) LOAD COMBINATIONS

P1



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

of 133


P2



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

of 133


P3



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





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

of 133


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

of 133


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





































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

of 133


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




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




11. 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + 1.2WLX78.02 0.08 0.63

P3




5. 1.4Dead + 1.4DL + 1.4PE + -1.4WLZ 21.93 0.02 0.63

of 133


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

of 133


MAXIMUM SHEAR - Z DIRECTION

Load Bottom Max Shear All Rem



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













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













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





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

of 133


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

of 133


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

of 133


P2




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





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

of 133


P3




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




































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

of 133


of 133


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

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





































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

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.

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


Soil cover = h1 = 2 m


Passive Pressure at the p1 = Yh1 = 36 kN/sq m

top of the base


bottom of the base

Passive resistance R1 = 0.5*Lx*h*(p1+p2) = 26.123 kN








Sliding Factor of Safety FS,slid = R/S = 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

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

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




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












of 133

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













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





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

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 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.

of 133


Foundation Name F2 & F3 Time 1:49:08 PM


Filename:

DETAIL REPORT FOR F2 & F3

PROJECT INFORMATION



Client: ADCO


Foundation Description F2 & F3

























Grade Elevation (mm) 100.1 Water table below grade (mm) 3000

of 133


APPLIED LOADS

P1



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

of 133



P1



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

of 133



P1



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

of 133






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





































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

of 133





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




































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

of 133



X Dim (mm) 1900.00

Z Dim (mm) 2000.00


Top Steel




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




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




26. 1.2Dead + 1.2DL + 1.2LL + 1.2PO + -1.2FLT + -1.2FLL + -1.2WLZ16.87 0.02 0.49

of 133






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





































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

of 133






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





































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

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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

of 133



P1




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





































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

of 133


of 133





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





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









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













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

of 133

DETAIL REPORT FOR F2 & F3SOIL BEARING RESULTS - LINEAR SOIL PRESSURE METHOD




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













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

















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







Footing width = Lz = 2 m





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DETAIL REPORT FOR F2 & F3STABILITY RATIO CALCULATIONS



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





































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


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DETAIL REPORT FOR F2 & F3SLIDING RESISTANCE CALCULATION - X DIRECTION - UNFACTORED LOAD COMBINATION 26

Effective footing width = Lz = 2 m



Soil cover = h1 = 0.8 m


Passive Pressure at the p1 = Yh1 = 14.4 kN/sq m

top of the base


bottom of the base













Effective footing length = Lz = 2 m





top of the base


bottom of the base















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
























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













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

of 133

DETAIL REPORT FOR F2 & F3BEAM SHEAR STRESS - X DIRECTION




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





































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





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












of 133

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

























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

of 133

DETAIL REPORT FOR F2 & F3ALLOWABLE BEAM SHEAR STRESS - X DIRECTION - FACTORED LOAD COMBINATION 1








Footing steel area = As = 1470 sq mm





of 133


Foundation Name F4 Time 1:55:36 PM


Filename:


PROJECT INFORMATION



Client: ADCO



























Grade Elevation (mm) 100.2 Water table below grade (mm) 3000

of 133


APPLIED LOADS

P1



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

of 133



P1



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





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




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

of 133



P1



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





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





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

of 133






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





































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

of 133





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





































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

of 133



X Dim (mm) 1500.00

Z Dim (mm) 1500.00


Top Steel




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




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




4. 1.4Dead + 1.4DL + 1.4PE + 1.4WLZ 69.05 0.12 0.50

of 133






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





































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

of 133






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









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









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

of 133



P1

X Dim (mm) 750.00

Z Dim (mm) 750.00







Bars in X Dir 4

Bars in Z Dir 4

Total Long Bars 12


Total No. of Ties 8


of 133



P1




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





































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

of 133


of 133





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





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





19 Dead + DL + LL + PO + FLT + FLL + WLZ 13.5 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

of 133





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





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












of 133




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





































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


of 133


Effective footing width = Lz = 1.5 m






top of the base


bottom of the base













Effective footing length = Lz = 1.5 m





top of the base


bottom of the base















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

of 133

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

of 133





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





































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





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

of 133

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









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









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

of 133














of 133




Filename:


PROJECT INFORMATION



Client: ADCO




























of 133


APPLIED LOADS

P1



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

of 133



P1



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

of 133



P1



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

of 133






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





































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

of 133





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


























32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX100.00 100.00 1.50 100.00 100.00 1.50






38 - 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

of 133



X Dim (mm) 1000.00

Z Dim (mm) 1000.00


Top Steel




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




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




43. 1.4Dead + 1.4DL + 1.4PT 42.22 0.00 0.70

of 133






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





































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

of 133






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

















23 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + 1.2FLL + -1.2WLZ0.10 2.83 0.01 0.70


25 - 1.2Dead + 1.2DL + 1.2LL + 1.2PO + 1.2FLT + -1.2FLL + -1.2WLZ0.10 2.83 0.01 0.70














39 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + 1.2FLL + -1EQZ0.10 2.83 0.01 0.70


41 - 1.2Dead + 1.2DL + LL + 1.2PO + 1.2FLT + -1.2FLL + -1EQZ0.10 2.83 0.01 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

of 133



P1

X Dim (mm) 400.00

Z Dim (mm) 400.00







Bars in X Dir 3

Bars in Z Dir 3

Total Long Bars 8


Total No. of Ties 9


of 133



P1




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


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



































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

of 133


of 133





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





11 Dead + DL + LL + PO + FLT + FLL + WLX 4.22 13.61 7.2 17.58 42.61 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

of 133





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






Footing length = Lx = 1 m


Mat Area A = Lx * Lz = 1 sq m




of 133




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


8 Dead + DL + LL + PO + -1FLT + FLL 0.035 12.61 100 0 12.61 100


10 Dead + DL + LL + PO + -1FLT + -1FLL 0.035 12.61 100 0 12.61 100


12 Dead + DL + LL + PO + -1FLT + FLL + WLX0.035 12.61 100 0 12.61 100


14 Dead + DL + LL + PO + -1FLT + -1FLL + WLX0.035 12.61 100 0 12.61 100


16 Dead + DL + LL + PO + -1FLT + FLL + -1WLX0.035 12.61 100 0 12.61 100


18 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX0.035 12.61 100 0 12.61 100


20 Dead + DL + LL + PO + -1FLT + FLL + WLZ0.035 12.61 100 0 12.61 100


22 Dead + DL + LL + PO + -1FLT + -1FLL + WLZ0.035 12.61 100 0 12.61 100


24 Dead + DL + LL + PO + -1FLT + FLL + -1WLZ0.035 12.61 100 0 12.61 100


26 Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ0.035 12.61 100 0 12.61 100


28 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX0.035 12.61 100 0 12.61 100


30 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX0.035 12.61 100 0 12.61 100


32 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX0.035 12.61 100 0 12.61 100


34 Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX0.035 12.61 100 0 12.61 100


36 Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ0.035 12.61 100 0 12.61 100


38 Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ0.035 12.61 100 0 12.61 100


40 Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ0.035 12.61 100 0 12.61 100


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


of 133



Effective footing length = Lx = 1 m





top of the base


bottom of the base












Effective footing width = Lx = 1 m






top of the base


bottom of the base















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
























of 133














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

of 133





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





































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





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












of 133

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





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


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














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


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


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

of 133














of 133




Filename:


PROJECT INFORMATION



Client: ADCO




























of 133


APPLIED LOADS

P1



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



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

of 133



P1



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

of 133


P2



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


8 - Dead + DL + LL + PO + -1FLT + FLL 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


12 - Dead + DL + LL + PO + -1FLT + FLL + 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


16 - Dead + DL + LL + PO + -1FLT + FLL + -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


20 - Dead + DL + LL + PO + -1FLT + FLL + 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






28 - Dead + DL + LL + PO + -1FLT + FLL + 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


32 - Dead + DL + LL + PO + -1FLT + FLL + -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


36 - Dead + DL + LL + PO + -1FLT + FLL + 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




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

of 133



P1



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

of 133


P2



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


8 - 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


12 - 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


16 - 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


20 - 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






28 - 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


32 - 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


36 - 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





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

of 133






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





































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

of 133





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





































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

of 133



X Dim (mm) 1500.00

Z Dim (mm) 1000.00


Top Steel




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




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




47. 1.2Dead + 1.2DL + 1.2PT + -0.72WLZ 0.00 0.00 0.61

P2




10. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL7.40 0.03 0.61

of 133






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





































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

of 133






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

















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













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

of 133



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

of 133



P1




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





































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

of 133


P2




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





































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

of 133


of 133





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





11 Dead + DL + LL + PO + FLT + FLL + WLX 8.64 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

of 133





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





































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









Soil overburden = S = 18 kN/sq m



of 133




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





































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


of 133








top of the base

Passive Pressure at the p2 = Y(h + h1) = 18 kN/sq m

bottom of the base


















top of the base

Passive Pressure at the p2 = Y(h + h1) = 18 kN/sq m

bottom of the base









Sliding Factor of Safety FS,slid = R/S = 100






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
























of 133














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

of 133





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





































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





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












of 133






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













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

of 133














of 133




Filename:


PROJECT INFORMATION



Client: ADCO




























of 133


APPLIED LOADS

P1



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



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

of 133



P1



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


8 - Dead + DL + LL + PO + -1FLT + FLL -8.50 -0.85 0.00 -0.85 0.00


10 - Dead + DL + LL + PO + -1FLT + -1FLL -8.50 -0.85 0.00 -0.85 0.00


12 - Dead + DL + LL + PO + -1FLT + FLL + WLX -8.50 -0.85 0.00 -0.85 0.00


14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX -8.50 -0.85 0.00 -0.85 0.00


16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX -8.50 -0.85 0.00 -0.85 0.00


18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX -8.50 -0.85 0.00 -0.85 0.00


20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ -8.50 -0.85 0.00 -0.85 0.00


22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ -8.50 -0.85 0.00 -0.85 0.00


24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ -8.50 -0.85 0.00 -0.85 0.00


26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ -8.50 -0.85 0.00 -0.85 0.00


28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX -8.50 -0.85 0.00 -0.85 0.00


30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX -8.50 -0.85 0.00 -0.85 0.00


32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX -8.50 -0.85 0.00 -0.85 0.00


34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX-8.50 -0.85 0.00 -0.85 0.00


36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ -8.50 -0.85 0.00 -0.85 0.00


38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ -8.50 -0.85 0.00 -0.85 0.00


40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ -8.50 -0.85 0.00 -0.85 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

of 133


P2



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


8 - Dead + DL + LL + PO + -1FLT + FLL -8.50 -0.85 0.00 -0.85 0.00


10 - Dead + DL + LL + PO + -1FLT + -1FLL -8.50 -0.85 0.00 -0.85 0.00


12 - Dead + DL + LL + PO + -1FLT + FLL + WLX -8.50 -0.85 0.00 -0.85 0.00


14 - Dead + DL + LL + PO + -1FLT + -1FLL + WLX -8.50 -0.85 0.00 -0.85 0.00


16 - Dead + DL + LL + PO + -1FLT + FLL + -1WLX -8.50 -0.85 0.00 -0.85 0.00


18 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLX -8.50 -0.85 0.00 -0.85 0.00


20 - Dead + DL + LL + PO + -1FLT + FLL + WLZ -8.50 -0.85 0.00 -0.85 0.00


22 - Dead + DL + LL + PO + -1FLT + -1FLL + WLZ -8.50 -0.85 0.00 -0.85 0.00


24 - Dead + DL + LL + PO + -1FLT + FLL + -1WLZ -8.50 -0.85 0.00 -0.85 0.00


26 - Dead + DL + LL + PO + -1FLT + -1FLL + -1WLZ -8.50 -0.85 0.00 -0.85 0.00


28 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQX -8.50 -0.85 0.00 -0.85 0.00


30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX -8.50 -0.85 0.00 -0.85 0.00


32 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQX -8.50 -0.85 0.00 -0.85 0.00


34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX-8.50 -0.85 0.00 -0.85 0.00


36 - Dead + DL + LL + PO + -1FLT + FLL + 0.715EQZ -8.50 -0.85 0.00 -0.85 0.00


38 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQZ -8.50 -0.85 0.00 -0.85 0.00


40 - Dead + DL + LL + PO + -1FLT + FLL + -0.715EQZ -8.50 -0.85 0.00 -0.85 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

of 133



P1



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


8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL-16.50 -1.65 0.00 -1.65 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


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


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


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


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


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


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


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


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


28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX-10.20 -1.02 0.00 -1.02 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


32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX-10.20 -1.02 0.00 -1.02 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


36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ-10.20 -1.02 0.00 -1.02 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


40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ-10.20 -1.02 0.00 -1.02 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

of 133


P2



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


8 - 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL-16.50 -1.65 0.00 -1.65 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


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


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


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


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


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


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


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


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


28 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQX-10.20 -1.02 0.00 -1.02 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


32 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQX-10.20 -1.02 0.00 -1.02 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


36 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + EQZ-10.20 -1.02 0.00 -1.02 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


40 - 1.2Dead + 1.2DL + LL + 1.2PO + -1.2FLT + 1.2FLL + -1EQZ-10.20 -1.02 0.00 -1.02 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

of 133






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



























33 - Dead + DL + LL + PO + FLT + -1FLL + -0.715EQX152.58 171.60 9.26 9.26 10.50 10.50










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

of 133





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
























30 - Dead + DL + LL + PO + -1FLT + -1FLL + 0.715EQX 1.98 1.64 1.50 11.27 23.78 1.50




34 - Dead + DL + LL + PO + -1FLT + -1FLL + -0.715EQX 1.98 1.64 1.50 11.27 23.78 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

of 133



X Dim (mm) 750.00

Z Dim (mm) 2000.00


Top Steel




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




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




9. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 5.94 0.03 0.63

P2




9. 1.4Dead + 1.4DL + 1.6LL + 1.4PO + 1.6FLT + -1.6FLL 17.81 0.09 0.63

of 133






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





































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

of 133






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





































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

of 133



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

of 133



P1




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


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








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


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

























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

of 133


P2




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


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








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


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

























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

of 133


of 133





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

of 133





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





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












of 133




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





11 Dead + DL + LL + PO + FLT + FLL + WLX 10.5 42.512 4.049 10.5 113.364 10.797








19 Dead + DL + LL + PO + FLT + FLL + WLZ 10.5 42.512 4.049 10.5 113.364 10.797
























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


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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


8 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + 1.6FLL45.441 0 23.046 4.566


10 1.4Dead + 1.4DL + 1.6LL + 1.4PO + -1.6FLT + -1.6FLL45.441 0 23.046 4.566




















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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

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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












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

























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





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












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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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Design Calculation for Pipe Supports

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