Anbu Colony 28.11.12

7/30/2019 Anbu Colony 28.11.12

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INDIA BUILDERS

ANBU COLONY

CHENNAI

STRUCTURAL CONSULTANTS

VRPCONSULTANTS

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TABLE OF CONTENTS

1.0 GENERAL .................................................................................................................... 3

1.1 Scope ........................................................................................................................... 3

1.2 Units of Measurements ................................................................................................. 3

1.3 References ................................................................................................................... 3

1.4 Computer Program / Software ...................................................................................... 4

2.0 SITE CONDITION ........................................................................................................ 4

2.1 Site Location ................................................................................................................ 4

2.2 Foundation .................................................................................................................... 4

2.3 Seismic Conditions ....................................................................................................... 4

3.0 MATERIALS ................................................................................................................ 4

3.1 Cement ........................................................................................................................ 4

3.2 Reinforcement Steel .................................................................................................... 4

3.3 Concrete ...................................................................................................................... 4

3.4 Cover to Reinforcement ............................................................................................... 4

4.0 DESCRIPTION OF STRUCTURE ................................................................................ 5

4.1 Model ............................................................................................................................ 5

4.2 Outline of Structure ...................................................................................................... 5

4.3 Structure Description .................................................................................................... 5

4.4 Design Methodology ..................................................................................................... 5

4.5 Basic Loads & Load Combinations .............................................................................. 5

5.0 DESIGN & CALCULATION

5.1 Load Calculation .......................................................................................................... 7

5.2 Staircase load calculation .......................................................................................... 13

5.3 Footing Reaction ........................................................................................................ 16

5.4 Etab model view ......................................................................................................... 24

5.5 Etab Input ................................................................................................................... 34

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INDIA BUILDERS – ANBU COLONY

1.0 GENERAL

This document covers the design calculations for building named – Anbu Colony - for

India Builders, Chennai.

1.1 Scope

This document contains the following documents for the Building.

1. Design Basis comprising of description of the structure, structural analysis

methodology, framing arrangement.

2. Load calculations

3. ETAB Model comprising of framing sketches and input file

4. ETAB input file

5. Design of pile, column, plinth beam, floor slab & beams, Lintel & sunshade,

staircase, lift machine room and other details required for completion of the

project.

1.2 Units of Measurement

SI units are followed in the analysis and design calculation

1.3 References

The following codes and standards with the latest revisions and drawings have been

referred for the structural analysis and design.

1.3.1 Codes and Standards

IS 456 - Code of Practice for Plain and Reinforced Concrete

IS 875 - Code of Practice for Design Loads (other than Earthquake)

for Buildings and Structures

Part 1 - Dead Loads – Unit Weight of Building Material and

Stored Materials.

Part 2 - Imposed Loads

Part 5 - Special Loads and Load Combinations

IS 1893 (Part-1)

-2002 - Criteria for earthquake resistant design of structure

IS 13920: 1993 - Ductile detailing of reinforced concrete structures subjected to

Seismic forces – Code of practiceIS 1786 - High strength deformed steel bars and wires for concrete

reinforcement

SP 16 - Design Aids for Reinforced Concrete to IS: 456-1978

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1.4 Computer Program / Software

ETAB software is used for structural analysis. Microsoft Excel Spreadsheet is used

for load calculations and design.

2.0 SITE CONDITION

2.1 Site Location

The project site is located at Chennai.

2.2 Foundation

Pile foundation adopted for a depth of 27 m (90’-0”) – dia of pile 600 and 700mm

Load carrying capacity of 600 dia pile – 140 T vertical, 89 KN Lateral

Load carrying capacity of 700 dia pile – 190 T vertical, 119 KN Lateral

2.3 Seismic Conditions

The site is located in Seismic Zone III in accordance with IS: 1893 – 2002 with an

importance factor of 1.00 as per IS: 1893 – 2002 part-4.

Ductility coefficient – 5

Zone factor – 0.16

3.0 MATERIALS

3.1 Cement

Ordinary Portland cement is used for all concrete works above & below ground level.

3.2 Reinforcement Steel

Reinforced Steel /High Yield Strength Deformed steel bars of grade Fe-500 (CRS) bars

conforming to IS: 1786 is used. (Yield Strength = 500 N/mm2)

3.3 Concrete

M30 Grade concrete is used for columns & M20 Grade concrete is used for Slab & Beams &

Foundation as per IS 456.

3.4 Cover to Reinforcement

Cover to main reinforcement is as follows:

Top Bottom Sides(mm) (mm) (mm)

Pile - - 50

Columns - - 40

Beams 25 25 40

Pile Cap 50 50 50

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4.0 DESCRIPTION OF STRUCTURE

4.1 Model

The structure is modeled as a RCC space frame with concrete slab. The frame is considered

as fixed at the foundation level.

4.2 Outline of Building

1. Structure - RC framed structure

2. Foundation system - Pile Foundation

4.3 Structure Description

1. The building is a RCC framed structure with brick cladding. It has Stilt + Four

upper floors.

2. Floor and roof slabs are designed as two way & one way slab (as applicable)

with boundary conditions as required & coefficients given in IS: 456 – (Table-26-

Annexure-D) is used for design of slab spanning in two directions.

3. Building is analyzed as a three dimensional structure in ETAB & design (beam

and column) is also carried out in ETAB.

4. Seismic load is calculated by lumping the masses at all the beam column

junctions. Seismic loads are applied as concentrated loads (as weight) at the

respective beam column junctions.

4.4 Design Methodology

The sub-structure and superstructure are designed as per limit state method of IS: 456.

4.5 Basic Loads and Load Combinations

The following basic load cases are considered

Basic Loads

DL - Dead Load

LL - Live Load

SL (+X) - Seismic Load in Positive X direction

SL (+Z) - Seismic Load in Positive Z direction

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Load Combinations

Unfactored load combinations (LC 5 to 9) are used for Foundation bearing pressure check.

Factored Load combinations (LC 10 to 14) with impact factor for reduction in load factor for

seismic condition for design of beams & columns. Hereunder, whenever DL and LL is

combined with seismic, factor of 1.2 is used for all the loads. Whenever DL is combined withseismic, factor of 1.5 is used for all the loads. The Load Combinations shall be referred with

the section ETAB Input of this document.

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LOAD CALCULATION

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DEAD LOAD CALCULATION

I) Brick Wall Load calculatiions:

WALL LOAD ON PLINTH Reduction Load

15%

a)Wall thickness = 230 mm

Height of wall above PLINTH Beam = 3 m

Weight of wall over PLINTH Beam = 0.23x3x20

= 13.8 KN/m 11.73

b)Wall thickness = 230 mm

Height of wall above TYP. roof Beam = 3 m

Weight of wall over TYP. roof Beam = 0.23x3x20

= 13.8 KN/m 11.73

c)Wall thickness = 115 mm

Height of wall above TYP. roof Beam = 3 m

Weight of wall over TYP. roof Beam = 0.115x3x20

= 6.9 KN/m 5.87

Parappet Wall Load Calculations:

a)wall thickness = 230 mm

Height of wall above Beam = 1.2 m

Weight of wall over Beam = 0.23x1.2x20

= 5.52 KN/m

Staircase Head Room (parapet wall):

wall thickness = 230 mm


Weight of wall over Beam = 0.23x0.3x20

= 1.38 KN/m

Staircase Head Room:


Beam size = 230 x 450 mm


Weight of wall over Beam = 0.23*2.4*20

= 11.04 KN/m

Lift Machine Room:


Beam size = 230 x 450 mm



= 11.04 KN/m

Slab Load calculation:

Floor slabs:

Toilet Sunken Slabs:

Thickness of Slab = 150 mm

Self Weight of Slab 0.150 x 25 = 3.75 KN/m2

Floor Finishes = 1.5 KN/m2

(0.375 X 20) = 7.5 KN/m2

Total = 12.75 KN/m2

Filling load

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Slab:


Self Weight of Slab 0.125x 25 = 3.125 KN/m2

Floor Finishes = 1.5 KN/m2

Total = 4.625 KN/m2

Staircase head room Slab Load


Ut. Wt. of Concrete = 25 kN/m3

Self-Weight of Slab (0.15 X 25) = 3.75 kN/m2

Weathering course = 1.500 kN/m2

Total Load = 5.250 kN/m2

Lift machine room Slab Load


Ut. Wt. of Concrete = 25 kN/m3

Self-Weight of Slab (0.15 X 25) = 3.75 kN/m2

Weathering course = 1.500 kN/m2

Total Load = 5.250 kN/m2

LOAD DUE TO CANTILEVER PROJECTION :

BALCONY

Thickness of slab = 150 mm

Projection length = 0.975 m

Self Weight of Slab (0.15 X 25) = 3.75 KN/m2

Floor finishes = 1.5 KN/m2

Total = 5.25 KN/m2

WALL LOAD FOR BALCONY




= 2.76 KN/m

Total load = 5.25*0.975 + 2.76Total load = 7.879 KN/m

Total moment =

= 5.186 KNm/m

ward robe





Total = 5.25 KN/m2

WALL LOAD FOR ward robe


Height of wall above Beam = 3 mWeight of wall over Beam = (0.115 X 3X20)

= 6.9 KN/m

Total load = 5.25*0.6 + 6.9

Total load = 10.050 KN/m

Total moment =

= 5.085 KNm/m

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ward robe portion at terrace





Total = 5.25 KN/m2

WALL LOAD FOR ward robe



Weight of wall over Beam = (0.23 X 1.2X20)

= 5.52 KN/m

Total load = 5.25*0.6 + 5.52

Total load = 8.670 KN/m

Total moment =

= 4.257 KNm/m

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LIVE LOADS:

Floor Slab = 2 KN/m2

Terrace = 1.5 KN/m2

Stair case Head room slab = 0.75 KN/m

2

Lift machine room slab = 10 KN/m2

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SEISMIC LOAD CALCULATION (Load case 1 & 2)

Seismic Parameters (Refer IS:1893 (Part 4)-2005)

Zone Factor (Z) - Annex A (Zone III) = 0.16

Response Reduction Factor (RF) - Table 3 = 5

Importance Factor - Table 5 = 1

Soil Factor (Medium Soil) = 2

Type of Structure - Concrete = 1

Damping Ratio - Table 7 = 0.05

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STAIRCASE LOAD CALCULATION

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Design Data:

Characteristic Strength of Concrete fck = 20 N/mm2

Yield Strength of Steel fy = 415 N/mm2

Tread T = 300 mm

Rise R = 150 mm

Thickness of Waist Slab D = 150 mm

C D 1.425 m

2.025 m

B

A 1.425 m

1.425 m 1.575 m

Loading :

Dead Load:

a) For the flight portion :

Consider a strip of 1m wide.

Wt of slab W on slope (0.2 X 25 ) = 3 kN/m2

Wt. on horizontal area 5{SQRT(0.1652+0.30

2)}/0.30 = 3.35 kN/m

2

2

STAIRCASE DESIGN

ea w o s eps ( . x . / )x( / . ) x x = . /m

Floor Finishes = 0.1 kN/m2

Total load = 7.95 kN/m2

a) For the landing portion :

Dead load = (0.2 X 25 ) = 5 kN/m2

Floor Finishes = 0.1 kN/m2

Total load = 5.1 kN/m2

Each quarter space landing is common to both the flights, only half of the above landing ie) 2.2375kN/m2

will be taken.

STEPS

On Flight BC :

5.1 7.95 5.1

Rb 0.71 2.025 0.71 Rc

170

300

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Rb = 1/5.05[(5.1x0.71x(0.71/2))+(7.95x2.025x(2.025/2+0.71))+(5.1x0.71x(0.71/2+2.025+0.71))]

= 11.69 kN/m

Moment at B = 11.69x3.45

= 40.32 kNm

Rc = 1/5.05[(5.1x0.71x(0.71/2))+(7.95x2.025x(2.025/2+0.71))+(5.1x0.71x(0.71/2+2.025+0.71))]

= 11.69 kN/m

On Flight AB :

16.79 7.95

Rb 1.425 1.575 Ra

Ra = 1/2.92[(16.75x1.425x(1.425/2))+(7.95x1.575x(1.575/2+1.425))]

= 14.92 kN/m

Moment at B = 14.92x3

= 44.76 kNm

Rb = 1/2.92[(7.95x1.575x(1.575/2))+(16.79x1.425x(1.425/2+1.575))]

= 21.53 kN/m

Live Load:

On Stair flight and landing area: = 3 KN/m2

On Flight BC :

5.1+11.69 =

3 3 3

Rb 0.71 2.025 0.71 Rc

Rb = 1/5.045[(3x0.71x(0.71/2))+(3x2.025x(2.025/2+0.71))+(3x0.71x(0.71/2+2.025+0.71))]

= 5.18 kN/mMoment at B = 5.18x3.45

= 17.85 kNm

Rc = 1/5.045(3x0.71x(0.71/2))+(3x2.025x(2.025/2+0.71))+(3x0.71x(0.71/2+2.025+0.71))]

= 5.18 kN/m

On Flight AB :

3+5.18 = 8.2 3

Rb 1.425 1.575 Ra

Ra = 1/2.92[(8.2x1.425x(1.425/2))+(3x1.575x(1.575/2+1.425))]

= 6.25 kN/m

Moment at B = 6.25x3

= 18.75 kNm

Rb = 1/2.92[(3x1.575x(1.575/2))+(8.2x1.425x(1.425/2+1.575))]

= 10.12 kN/m

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FOOTING REACTION

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Horizontal Vertical Horizontal Moment

Node L/C Fx kN Fy kN Fz kN Mx kNm My kNm Mz kNm

1 5 DL+0.7L 5.187 1270.996 -3.799 -90.749 0.811 -8.52

6 DL+0.25 -19.44 1179.171 -2.598 -82.145 -0.881 67.311

7 DL+0.25 29.843 1275.049 -4.048 -92.417 2.484 -83.735

8 DL+0.25 7.521 1156.519 -27.255 -144.112 0.803 -13.95

9 DL+0.25 2.881 1297.701 20.609 -30.45 0.8 -2.4743 5 DL+0.7L 4.23 896.488 18.098 -44.546 1.689 -4.747

6 DL+0.25 -29.181 699.723 15.936 -31.137 -0.606 76.847

7 DL+0.25 37.086 1029.16 18.137 -55.524 3.835 -85.671

8 DL+0.25 6.606 765.961 -10.187 -99.345 1.78 -10.725

9 DL+0.25 1.299 962.923 44.259 12.684 1.448 1.901

4 5 DL+0.7L 2.166 858.897 4.556 -57.751 1.45 -1.931

6 DL+0.25 -31.387 1024.987 3.754 -69.966 -0.817 79.82

7 DL+0.25 35.487 643.912 4.755 -42.405 3.539 -83.282

8 DL+0.25 4.494 679.687 -9.746 -101.705 2.277 -8.366

9 DL+0.25 -0.394 989.212 18.255 -10.666 0.444 4.904

6 5 DL+0.7L -2.87 893.32 -5.123 -76.722 1.37 4.767

6 DL+0.25 -38.75 652.071 -3.154 -56.116 -0.797 88.133

7 DL+0.25 32.951 1075.808 -7.008 -92.454 3.392 -78.671

8 DL+0.25 1.738 752.952 -20.246 -118.517 -0.166 -3.245

9 DL+0.25 -7.537 974.927 10.084 -30.052 2.761 12.706

7 5 DL+0.7L -4.425 515.568 0.147 -39.217 -0.776 6.131

6 DL+0.25 -39.632 720.748 -0.179 -53.948 -3.177 89.226

7 DL+0.25 31.148 281.297 0.297 -22.318 1.677 -77.285

8 DL+0.25 -1.82 209.637 -29.291 -77.919 -0.636 -1.121

9 DL+0.25 -6.664 792.409 29.409 1.653 -0.864 13.062

8 5 DL+0.7L -2.345 715.288 2.648 -48.902 0.312 2.416 DL+0.25 -37.778 494.282 2.879 -32.696 -1.772 86.586

7 DL+0.25 33.137 891.492 1.709 -62.684 2.358 -81.739

8 DL+0.25 1.103 606.695 -20.921 -98.749 0.541 -4.757

9 DL+0.25 -5.744 779.08 25.508 3.368 0.045 9.605

9 5 DL+0.7L 0.823 744.103 -8.305 -61.03 1.76 1.128

6 DL+0.25 -34.906 899.084 -8.134 -72.725 -0.78 85.536

7 DL+0.25 36.463 545.147 -7.145 -44.914 3.986 -83.152

8 DL+0.25 3.066 615.943 -19.679 -104.053 0.899 -5.33

9 DL+0.25 -1.508 828.287 4.4 -13.586 2.308 7.714

10 5 DL+0.7L -5.472 1125.296 -3.638 -85.363 -0.501 5.474

6 DL+0.25 -47.905 911.241 -2.934 -69.636 -3.262 92.769

7 DL+0.25 37.231 1240.224 -3.566 -93.497 2.306 -82.085

8 DL+0.25 0.317 985.789 -28.346 -133.298 -0.43 -3.602

9 DL+0.25 -10.992 1165.677 21.847 -29.836 -0.527 14.286

11 5 DL+0.7L -1.562 674.836 -4.061 -52.961 1.71 3.465

6 DL+0.25 -35.151 845.774 -5.294 -67.084 -0.537 85.591

7 DL+0.25 32.25 457.278 -2.433 -35.042 3.829 -78.887

8 DL+0.25 0.926 579.032 -22.39 -97.324 0.792 -3.657

9 DL+0.25 -3.826 724.02 14.663 -4.803 2.501 10.36

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12 5 DL+0.7L 29.063 1258.907 6.312 95.008 -1.719 -41.485

6 DL+0.25 2.507 1123.247 8.399 88.011 0.208 36.249

7 DL+0.25 53.603 1300.325 3.696 95.14 -3.534 -115.749

8 DL+0.25 29.789 1253.269 -41.775 18.066 -1.955 -44.524

9 DL+0.25 26.321 1170.303 53.87 165.084 -1.371 -34.975

13 5 DL+0.7L -9.259 1828.64 13.311 156.366 -1.568 12.802

6 DL+0.25 -50.503 1679.868 12.585 144.977 1.493 101.0867 DL+0.25 32.199 1768.205 12.819 150.171 -4.366 -76.461

8 DL+0.25 -9.624 1831.625 -9.116 96.872 -1.748 7.852

9 DL+0.25 -8.679 1616.448 34.52 198.276 -1.125 16.773

15 5 DL+0.7L -7.905 658.903 0.074 -3.162 0.466 -42.914

6 DL+0.25 -28.293 706.58 -0.074 -2.563 0.379 -2.188

7 DL+0.25 13.231 551.464 0.324 -3.437 0.521 -79.752

8 DL+0.25 -4.16 879.651 -59.628 -120.836 -3.338 -64.105

9 DL+0.25 -10.902 378.393 59.878 114.836 4.239 -17.835

19 5 DL+0.7L -3.523 909.386 3.491 73.55 -0.237 2.475

6 DL+0.25 -48.619 1019.346 1.013 82.189 2.583 92.355

7 DL+0.25 42.528 708.479 5.481 57.596 -3.078 -88.037

8 DL+0.25 1.059 928.304 -20.324 17.751 -1.024 -1.653

9 DL+0.25 -7.151 799.521 26.819 122.034 0.529 5.971

20 5 DL+0.7L -2.494 1131.194 8.781 95.992 0.053 4.169

6 DL+0.25 -41.048 1043.678 8.459 89.504 2.601 89.501

7 DL+0.25 35.924 1083.864 7.91 90.89 -2.476 -81.472

8 DL+0.25 -1.559 981.179 -6.906 30.544 -0.555 1.494

9 DL+0.25 -3.566 1146.362 23.276 149.849 0.681 6.535

23 5 DL+0.7L -0.301 819.067 3.798 1.522 -0.147 0.543

6 DL+0.25 -20.007 700.195 3.81 1.043 -0.26 20.708

7 DL+0.25 19.48 833.689 2.86 1.556 -0.031 -19.7158 DL+0.25 0.154 1249.365 -57.308 -73.792 -0.246 0.014

9 DL+0.25 -0.681 284.52 63.978 76.391 -0.046 0.979

24 5 DL+0.7L -0.305 935.214 6.572 3.519 -0.161 0.591

6 DL+0.25 -20.016 977.413 6.03 3.727 -0.264 20.778

7 DL+0.25 19.481 780.985 5.858 2.594 -0.024 -19.685

8 DL+0.25 0.15 1335.602 -59.245 -76.488 0.302 0.093

9 DL+0.25 -0.685 422.795 71.134 82.809 -0.591 1

26 5 DL+0.7L 0.4 614.207 3.824 1.434 -0.133 -0.289

6 DL+0.25 -18.006 446.525 3.826 0.936 -0.267 18.857

7 DL+0.25 18.787 720.047 2.896 1.49 0.023 -19.42

8 DL+0.25 0.194 78.244 -57.222 -73.696 0.14 -0.106

9 DL+0.25 0.587 1088.327 63.944 76.122 -0.383 -0.457

27 5 DL+0.7L 0.399 657.47 6.552 3.318 -0.132 -0.319

6 DL+0.25 -18.007 771.529 6.027 3.568 -0.271 18.827

7 DL+0.25 18.786 479.495 5.828 2.371 0.02 -19.45

8 DL+0.25 0.187 112.68 -59.142 -76.316 -0.03 -0.129

9 DL+0.25 0.592 1138.344 70.997 82.255 -0.221 -0.494

28 5 DL+0.7L 8.519 1075.332 8.773 4.552 0.071 -5.569

6 DL+0.25 -2.602 927.759 8.402 4.191 0.108 9.13

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7 DL+0.25 19.613 1114.317 7.634 3.638 0.027 -20.245

8 DL+0.25 9.312 862.94 -13.642 -54.968 0.102 -6.51

9 DL+0.25 7.699 1179.136 29.679 62.797 0.033 -4.606

29 5 DL+0.7L -7.625 1473.271 8.296 5.497 0.065 4.97

6 DL+0.25 -18.214 1471.746 9.696 6.331 -0.236 19.317

7 DL+0.25 2.954 1343.068 5.991 3.66 0.361 -9.366

8 DL+0.25 -6.87 1335.729 -30.131 -68.324 0.135 4.0559 DL+0.25 -8.39 1479.085 45.818 78.315 -0.009 5.895

30 5 DL+0.7L -5.106 1013.704 4.382 80.759 -0.122 7.663

6 DL+0.25 -38.017 920.716 2.913 71.189 2.647 90.514

7 DL+0.25 28.369 986.722 5.426 80.838 -2.772 -75.933

8 DL+0.25 1.561 947.254 -13.089 18.217 -0.775 2.102

9 DL+0.25 -11.208 960.184 21.427 133.811 0.65 12.479

31 5 DL+0.7L -9.733 675.873 4.898 -46.22 -0.574 11.389

6 DL+0.25 -38.839 747.394 4.803 -52.92 -2.639 91.08

7 DL+0.25 19.863 541.545 4.72 -35.195 1.528 -69.182

8 DL+0.25 -15.14 561.475 -16.881 -92.526 -1.209 12.843

9 DL+0.25 -3.835 727.463 26.405 4.411 0.098 9.055

32 5 DL+0.7L -2.768 1419.905 0.406 -7.173 -0.187 2.521

6 DL+0.25 -18.859 1369.333 -1.993 -9.228 0.008 42.033

7 DL+0.25 13.426 1334.129 2.724 -3.79 -0.388 -37.097

8 DL+0.25 -0.462 1395.34 -51.094 -124.232 -0.32 -0.527

9 DL+0.25 -4.971 1308.122 51.826 111.214 -0.061 5.462

33 5 DL+0.7L 15.266 1094.401 0.312 -7.2 -1.985 -103.015

6 DL+0.25 -0.88 1057.194 -4.305 -11.707 -1.867 -62.363

7 DL+0.25 29.941 1055.617 5.032 -1.992 -1.938 -136.111

8 DL+0.25 14.642 967.956 -42.437 -108.825 -4.693 -93.131

9 DL+0.25 14.419 1144.855 43.163 95.126 0.888 -105.34334 5 DL+0.7L 2.532 707.708 -2.136 -52.835 -0.219 -6.334

6 DL+0.25 -31.462 554.716 -0.564 -39.036 -2.441 76.327

7 DL+0.25 36.566 804.339 -3.404 -62.048 2.051 -88.524

8 DL+0.25 4.483 421.005 -53.572 -110.876 -0.396 -7.146

9 DL+0.25 0.621 938.05 49.604 9.793 0.006 -5.052

36 5 DL+0.7L 1.342 1046.084 -4.777 -84.055 2.267 -4.199

6 DL+0.25 -45.773 984.353 -4.276 -77.836 -0.829 87.527

7 DL+0.25 48.351 1004.343 -4.721 -81.537 5.14 -95.492

8 DL+0.25 2.722 1043.057 -21.036 -141.267 2.168 -5.421

9 DL+0.25 -0.145 945.639 12.038 -18.106 2.143 -2.544

37 5 DL+0.7L 3.871 1183.035 1.487 -87.24 -0.236 -3.557

6 DL+0.25 -45.014 1116.462 1.543 -81.458 -3.699 90.229

7 DL+0.25 52.213 1120.853 1.262 -83.336 3.281 -96.884

8 DL+0.25 3.784 1059.541 -24.083 -139.807 -0.315 -4.175

9 DL+0.25 3.415 1177.773 26.888 -24.986 -0.103 -2.481

38 5 DL+0.7L -0.114 1311.595 -0.884 -100.065 0.461 -1.268

6 DL+0.25 -46.484 1278.907 -0.546 -96.87 -2.706 91.164

7 DL+0.25 46.533 1203.025 -0.686 -91.93 3.605 -93.711

8 DL+0.25 -0.304 1422.871 -27.878 -170.844 0.262 -1.64

7/30/2019 Anbu Colony 28.11.12


9 DL+0.25 0.354 1059.061 26.646 -17.956 0.637 -0.907

39 5 DL+0.7L -1.274 1357.42 -12.8 -122.244 -3.054 1.128

6 DL+0.25 -43.963 1275.063 -11.579 -114.01 -5.745 91.466

7 DL+0.25 41.585 1280.978 -12.646 -116.232 0.088 -89.421

8 DL+0.25 -2.371 1471.854 -30.746 -189.689 -4.734 2.197

9 DL+0.25 -0.007 1084.187 6.521 -40.553 -0.923 -0.152

40 5 DL+0.7L -3.482 1316.254 7.094 -92.183 -0.37 3.2336 DL+0.25 -47.684 1382.173 3.738 -99.952 -3.489 94.905

7 DL+0.25 41.349 1091.871 10.508 -72.559 2.812 -88.921

8 DL+0.25 -2.47 1292.42 -11.903 -145.131 -0.504 3.239

9 DL+0.25 -3.865 1181.625 26.149 -27.379 -0.172 2.745

41 5 DL+0.7L -0.099 757.879 -5.946 -3.931 2.362 53.672

6 DL+0.25 -24.16 607.469 -5.025 0.188 2.418 90.206

7 DL+0.25 23.889 848.765 -6.05 -6.991 2.111 13.042

8 DL+0.25 -1.942 978.837 -54.169 -123.704 6.182 71.516

9 DL+0.25 1.671 477.397 43.094 116.901 -1.653 31.732

42 5 DL+0.7L 6.188 1296.469 9.992 17.276 1.387 -4.702

6 DL+0.25 -25.745 1335.982 10.665 19.124 1.219 47.63

7 DL+0.25 37.625 1134.174 8.62 13.975 1.32 -56.572

8 DL+0.25 2.823 1247.692 -30.495 -103.787 0.854 -1.985

9 DL+0.25 9.056 1222.464 49.779 136.886 1.684 -6.956

43 5 DL+0.7L 8.587 1639.854 -4.341 121.015 0.308 -12.854

6 DL+0.25 -14.519 1538.628 -4.759 114.298 2.673 56.953

7 DL+0.25 31.233 1569.566 -3.026 115.525 -2.077 -81.768

8 DL+0.25 6.58 1474.41 -47.002 32.147 0.13 -9.453

9 DL+0.25 10.135 1633.784 39.217 197.676 0.466 -15.361

45 5 DL+0.7L -10.339 1918.061 -18.605 -31.038 1.937 144.446

6 DL+0.25 -29.477 1827.669 -17.511 -28.321 1.984 180.9067 DL+0.25 9.072 1832.269 -17.67 -30.071 1.72 95.314

8 DL+0.25 -8.497 1816.961 -52.942 -144.176 3.903 137.434

9 DL+0.25 -11.907 1842.977 17.761 85.784 -0.199 138.787

46 5 DL+0.7L -0.637 1329.365 -4.798 -103.47 0.659 2.18

6 DL+0.25 -27.94 1317.127 -4.983 -102.111 -1.482 78.237

7 DL+0.25 26.299 1237.862 -3.973 -96.215 2.653 -73.633

8 DL+0.25 -4.925 1127.239 -53.133 -164.619 0.395 6.326

9 DL+0.25 3.283 1427.75 44.177 -33.707 0.776 -1.722

47 5 DL+0.7L 0.688 1542.483 -3.185 -5.589 -0.304 -2.233

6 DL+0.25 -11.795 1429.387 -1.645 -3.18 -0.204 36.382

7 DL+0.25 13.16 1473.567 -3.309 -6.458 -0.433 -40.802

8 DL+0.25 0.21 1540.755 -68.751 -131.396 -0.616 -1.11

9 DL+0.25 1.155 1362.199 63.796 121.758 -0.021 -3.31

48 5 DL+0.7L -5.552 1388.556 7.248 8.077 0.8 7.927

6 DL+0.25 -25.841 1336.912 12.191 10.635 0.459 82.727

7 DL+0.25 15.081 1285.864 1.778 5.188 1.01 -67.338

8 DL+0.25 -5.355 1331.927 -18.277 -46.506 0.46 8.978

9 DL+0.25 -5.404 1290.849 32.246 62.329 1.009 6.411

49 5 DL+0.7L -7.659 1311.057 1.576 0.882 0.856 104.612

7/30/2019 Anbu Colony 28.11.12


6 DL+0.25 -25.157 1226.948 -0.433 -0.763 0.739 139.054

7 DL+0.25 10.511 1256.627 3.246 1.89 0.905 58.952

8 DL+0.25 -3.1 1184.25 -40.319 -105.451 3.695 94.014

9 DL+0.25 -11.546 1299.325 43.133 106.578 -2.051 103.991

50 5 DL+0.7L -8.116 1590.819 0.584 -3.019 -1.15 -110.568

6 DL+0.25 -33.49 1452.743 -0.643 -4.436 -1.088 -53.38

7 DL+0.25 17.915 1600.5 2.252 -0.699 -1.076 -158.8958 DL+0.25 -10.562 1380.835 -45.935 -111.776 -3.971 -92.414

9 DL+0.25 -5.013 1672.408 47.545 106.641 1.807 -119.861

51 5 DL+0.7L 0.227 1313.756 5.842 4.679 -0.535 1.816

6 DL+0.25 -41.187 1304.088 6.085 4.49 -0.725 86.245

7 DL+0.25 42.119 1171.475 5.594 4.941 -0.268 -83.189

8 DL+0.25 -5.19 1209.143 -20.81 -47.56 -3.783 7.333

9 DL+0.25 6.123 1266.42 32.489 56.991 2.789 -4.277

53 5 DL+0.7L -5.672 931.256 -0.444 -71.695 0.548 8.724

6 DL+0.25 -33.694 966.921 -1.16 -75.572 -1.494 83.839

7 DL+0.25 22.409 825.643 0.26 -62.381 2.523 -67.127

8 DL+0.25 -5.142 815.736 -31.671 -122.775 0.304 10.818

9 DL+0.25 -6.143 976.828 30.771 -15.177 0.725 5.895

55 5 DL+0.7L 6.249 622.977 -2.972 -49.69 -0.228 -5.41

6 DL+0.25 -30.479 750.199 -4.148 -60.743 -2.491 77.537

7 DL+0.25 42.395 452.658 -1.369 -34.982 2.049 -87.902

8 DL+0.25 6.282 557.088 -27.144 -99.821 -0.77 -6.284

9 DL+0.25 5.635 645.769 21.627 4.096 0.328 -4.082

57 5 DL+0.7L -5.636 694.142 -2.526 50.453 -0.028 4.548

6 DL+0.25 -52.2 785.726 -3.409 56.305 2.978 90.187

7 DL+0.25 41.623 557.978 -1.333 41.597 -3.017 -81.689

8 DL+0.25 -10.695 744.902 -28.957 2.501 0.449 12.6769 DL+0.25 0.118 598.803 24.215 95.401 -0.488 -4.178

58 5 DL+0.7L -3.704 547.93 -6.204 32.057 0.805 4.459

6 DL+0.25 -33.512 726.818 -6.366 44.178 3.17 80.013

7 DL+0.25 26.493 330.143 -5.444 17.837 -1.636 -71.704

8 DL+0.25 -5.499 694.862 -36.813 -16.339 0.692 11.039

9 DL+0.25 -1.52 362.099 25.004 78.354 0.843 -2.73

59 5 DL+0.7L -1.451 710.646 -1.357 53.105 0.887 2.956

6 DL+0.25 -50.478 503.035 -3.099 35.137 3.87 89.611

7 DL+0.25 47.609 855.611 0.063 66.092 -2.176 -84.073

8 DL+0.25 -5.725 707.701 -27.138 -2.029 0.86 10.713

9 DL+0.25 2.856 650.945 24.102 103.259 0.834 -5.175

62 5 DL+0.7L 2.047 793.925 -10.724 47.751 -0.385 -3.5

6 DL+0.25 -44.592 742.327 -9.758 45.099 3.107 86.078

7 DL+0.25 48.574 793.174 -10.385 48.017 -3.838 -92.861

8 DL+0.25 -1.229 919.457 -44.026 -9.534 -0.685 2.833

9 DL+0.25 5.211 616.044 23.883 102.649 -0.046 -9.616

63 5 DL+0.7L 3.211 1297.424 -4.212 89.545 0.544 -3.416

6 DL+0.25 -38.979 1120.793 -4.036 77.703 3.493 83.699

7 DL+0.25 44.906 1376.639 -4.224 94.84 -2.451 -90.209

7/30/2019 Anbu Colony 28.11.12


8 DL+0.25 -0.127 1338.436 -30.637 31.62 0.551 2.718

9 DL+0.25 6.054 1158.997 22.377 140.923 0.492 -9.228

64 5 DL+0.7L 5.677 1151.127 10.517 93.21 0.992 -7.647

6 DL+0.25 -37.039 1068.052 10.796 88.335 3.915 79.731

7 DL+0.25 47.68 1138.157 8.814 90.143 -2.038 -94.41

8 DL+0.25 2.833 1221.9 -25.225 26.196 0.961 -2.119

9 DL+0.25 7.808 984.309 44.834 152.282 0.917 -12.56165 5 DL+0.7L 0.266 1118.856 -5.799 71.827 -0.21 -1.756

6 DL+0.25 -25.098 1151.847 -5.437 74.939 1.807 36.953

7 DL+0.25 25.863 1009.803 -5.448 64.421 -2.22 -40.527

8 DL+0.25 -1.65 1192.193 -17.88 34.943 -0.079 0.878

9 DL+0.25 2.415 969.457 6.995 104.417 -0.334 -4.452

66 5 DL+0.7L 4.884 1032.688 -9.232 61.092 -1.952 -9.6

6 DL+0.25 -25.957 901.716 -8.688 53.185 0.248 70.01

7 DL+0.25 35.845 1090.302 -9.363 64.786 -3.977 -88.81

8 DL+0.25 4.04 1071.08 -32.901 -0.134 -2.106 -5.438

9 DL+0.25 5.847 920.937 14.85 118.105 -1.624 -13.362

487 5 DL+0.7L -4.683 1036.561 8.247 10.048 0.962 -74.125

6 DL+0.25 -34.218 864.176 5.406 4.226 0.661 -11.468

7 DL+0.25 25.344 1101.99 10.209 14.684 1.139 -129.191

8 DL+0.25 -6.415 1092.08 -17.008 -86.689 -2.545 -77.553

9 DL+0.25 -2.46 874.086 32.623 105.599 4.345 -63.106

1377 5 DL+0.7L -1.672 1278.348 10.748 110.585 0.761 3.489

6 DL+0.25 -45.258 1170.416 9.989 102.511 3.642 92.703

7 DL+0.25 42.033 1243.623 10.292 106.453 -2.161 -85.988

8 DL+0.25 0.319 1104.843 -5.74 41.447 0.451 0.467

9 DL+0.25 -3.544 1309.195 26.022 167.516 1.029 6.248

1398 5 DL+0.7L -8.405 1726.546 -9.88 -10.883 0.528 133.426 DL+0.25 -37.025 1685.161 -8.6 -8.207 0.271 181.313

7 DL+0.25 21.092 1626.906 -10.571 -12.52 0.789 74.433

8 DL+0.25 -4.674 1543.937 -73.462 -140.219 4.083 115.204

9 DL+0.25 -11.26 1768.129 54.291 119.493 -3.023 140.542

1420 5 DL+0.7L -2.979 1752.063 -4.233 -9.02 -1.545 6.457

6 DL+0.25 -32.723 1638.257 -0.477 -4.729 -2.455 87.95

7 DL+0.25 26.924 1668.435 -7.609 -12.725 -0.459 -75.584

8 DL+0.25 -0.531 1739.371 -33.672 -72.058 -1.492 -0.691

9 DL+0.25 -5.268 1567.321 25.586 54.604 -1.422 13.057

1427 5 DL+0.7L -1.766 1170.932 -6.262 80.189 0.435 2.022

6 DL+0.25 -37.814 1047.737 -6.594 70.564 3.207 82.963

7 DL+0.25 34.151 1212.599 -5.26 84.573 -2.369 -78.976

8 DL+0.25 -6.578 1348.719 -34.161 33.826 0.212 9.807

9 DL+0.25 2.915 911.617 22.306 121.311 0.627 -5.82

1434 5 DL+0.7L -1.46 1012 0.97 79.198 0.787 -2.168

6 DL+0.25 -43.347 1093.765 0.151 84.311 3.875 83.912

7 DL+0.25 41.027 862.713 1.914 69.178 -2.324 -88.362

8 DL+0.25 -2.967 1057.777 -8.468 37.862 0.217 3.244

9 DL+0.25 0.647 898.701 10.533 115.627 1.334 -7.694

7/30/2019 Anbu Colony 28.11.12


1441 5 DL+0.7L 6.972 1022.233 -1.089 -80.509 -0.087 -6.849

6 DL+0.25 -36.388 912.158 -0.19 -70.118 -2.913 82.111

7 DL+0.25 49.452 1009.768 -1.849 -80.889 2.752 -95.008

8 DL+0.25 4.121 981.598 -18.129 -136.413 0.016 -5.732

9 DL+0.25 8.944 940.328 16.09 -14.595 -0.177 -7.165

1448 5 DL+0.7L -2.73 799.189 0.488 61.836 -0.089 2.952

6 DL+0.25 -52.007 694.635 -0.169 54.251 3.045 95.5127 DL+0.25 46.654 814.292 1.093 62.647 -3.207 -89.818

8 DL+0.25 -2.302 766.986 -17.25 1.627 -1.03 0.796

9 DL+0.25 -3.051 741.941 18.173 115.271 0.868 4.898

1455 5 DL+0.7L 0.746 1178.911 -13.278 -107.17 0.333 -2.784

6 DL+0.25 -47.419 1084.641 -12.305 -98.271 -2.723 90.077

7 DL+0.25 48.899 1136.334 -12.599 -103.259 3.341 -95.336

8 DL+0.25 1.501 1129.931 -27.503 -157.444 -0.141 -3.604

9 DL+0.25 -0.02 1091.045 2.599 -44.086 0.759 -1.655

1462 5 DL+0.7L 7.415 1050.042 -6.522 -9.006 0.676 63.164

6 DL+0.25 -15.003 977.382 -5.157 -6.326 0.453 103.538

7 DL+0.25 29.353 1035.497 -7.485 -10.697 0.858 17.218

8 DL+0.25 1.025 1031.777 -55.088 -130.304 3.585 63.557

9 DL+0.25 13.324 981.101 42.445 113.28 -2.275 57.199

1464 5 DL+0.7L 1.155 1308.359 -3.42 -105.695 2.038 0.995

6 DL+0.25 -50.666 1163.901 -3.125 -95.102 -1.153 96.654

7 DL+0.25 52.416 1321.293 -3.262 -105.385 4.968 -94.517

8 DL+0.25 0.782 1357.028 -16.699 -159.269 2.196 1.641

9 DL+0.25 0.968 1128.167 10.312 -41.218 1.619 0.496

1471 5 DL+0.7L 15.012 1045.189 0.527 -6.306 -1.372 -98.941

6 DL+0.25 9.547 997.26 4.247 -4.483 -1.699 -63.771

7 DL+0.25 19.547 984.199 -4.114 -8.282 -0.996 -124.4818 DL+0.25 13.56 912.127 -50.949 -119.366 -4.747 -88.174

9 DL+0.25 15.534 1069.331 51.082 106.601 2.052 -100.078

7/30/2019 Anbu Colony 28.11.12


ETAB MODEL VIEW

7/30/2019 Anbu Colony 28.11.12


7/30/2019 Anbu Colony 28.11.12


ETAB INPUT

7/30/2019 Anbu Colony 28.11.12


ETAB INPUT

CLIENT NAME : INDIA BUILDER

PROJECT NAEM : ANBU COLONY

ENGINEER : VRPC

CHECKER : VRR

Point X Y DZBelow1 0 0 0

2 5.925 0.113 0

3 9.75 0.113 0

4 17.663 0.113 0

5 21.038 0.113 0

6 27.075 -0.15 0

7 30.75 -0.15 0

8 34.425 -0.975 0

9 38.138 -0.975 0

10 0 -7.463 0

11 6.675 -3.413 0

12 21.038 -3.075 0

13 12.863 -9.675 0

14 19.575 -9.675 0

15 23.85 -9.675 0

16 25.8 -9.675 0

17 23.85 -7.8 0

18 25.8 -7.8 0

19 22.575 -6.525 0. .

20 27.075 -6.525 0

21 32.442 -9.675 0

22 41.255 -9.675 0

23 30.9 -5.288 0

24 38.362 -7.238 0

25 0 -11.4 0

26 9.675 -11.4 0

27 18.113 -11.4 0

28 22.2 -11.4 0

29 27.825 -11.4 0

30 36.675 -11.4 0

31 0 -14.925 0

32 3.825 -14.925 0

33 7.238 -16.125 0

34 12.488 -17.55 0

35 22.238 -17.55 0

36 18.113 -16.125 0

37 26.063 -17.663 0

38 29.213 -16.125 0

39 33.225 -17.55 0

40 37.463 -17.55 041 44.213 -17.55 0

42 43.875 -13.613 0

43 37.463 -21.375 0

44 44.213 -21.375 0

45 40.763 -21.375 0

46 22.238 -21.375 0

47 18.188 -21.375 0

48 7.238 -21.375 0

49 11.288 -21.375 0

50 1.425 -21.375 0

7/30/2019 Anbu Colony 28.11.12


51 2.775 0 0

52 11.288 0 0

53 5.925 -3.413 0

54 17.213 -3.413 0

55 34.425 -4.35 0

56 9.563 -5.85 0

57 7.95 -9.675 0

58 18.675 -9.675 0

59 20.85 -5.85 060 22.575 -9.675 0

61 27.075 -9.675 0

62 5.1 -11.4 0

63 16.2 -11.4 0

64 10.95 -16.238 0

65 32.888 -14.925 0

66 40.763 -16.238 0

67 33.225 -21.375 0

68 29.213 -21.375 0

69 1.425 -14.925 0

70 7.238 -11.4 0

71 7.238 -14.925 0

72 5.1 -14.925 073 2.625 -11.4 0

74 2.625 -7.463 0

75 2.625 -9.675 0

76 5.925 -9.675 0

77 5.925 0 0

. - .

79 0 -3.413 0

80 2.775 -3.413 0

81 40.163 -13.613 0

82 41.255 -13.613 0

83 41.255 -11.4 0

84 40.763 -17.55 0

85 43.875 -17.55 0

86 5.925 -5.85 0

87 9.563 0.113 0

88 9.563 -9.675 0

89 22.575 -5.85 0

90 17.213 0.113 0

91 17.213 -9.675 0

92 9.563 0 0

93 17.213 0 0

94 17.213 -5.85 0

95 21.038 -5.85 0

96 9.563 -3.413 0

97 17.213 -3.075 0

98 12.863 -3.413 0

99 11.288 -3.413 0

100 30.9 -0.15 0

101 30.9 -9.675 0

102 27.075 -5.288 0

103 30.9 -0.975 0

104 34.425 -9.675 0

105 30.9 -4.35 0

106 38.363 -0.975 0

107 38.362 -9.675 0

108 34.425 -7.238 0

109 3.825 -21.375 0

7/30/2019 Anbu Colony 28.11.12


110 18.113 -21.375 0

111 10.95 -11.4 0

112 10.95 -21.375 0

113 10.95 -17.55 0

114 18.113 -17.55 0

115 7.238 -16.238 0

116 40.763 -13.613 0

117 36.675 -17.55 0

118 36.675 -13.613 0119 22.238 -11.4 0

120 29.213 -17.55 0

121 29.213 -11.4 0

122 32.888 -11.4 0

123 32.888 -17.55 0

124 22.238 -16.125 0

125 26.063 -16.125 0

126 26.063 -21.375 0

127 36.675 -14.925 0

128 3.525 0 0

129 21.038 -3.413 0

130 33.075 -0.413 0

131 34.425 -0.413 0132 5.925 -1.425 0

133 3.525 -1.425 0

134 30.75 -2.4 0

135 34.425 -2.4 0

136 38.138 -4.35 0

. - .

138 38.138 -5.888 0

139 38.363 -5.888 0

140 3.825 -7.463 0

141 3.825 -11.4 0

142 40.163 -21.375 0

143 3.525 -3.413 0

144 3.825 -9.675 0

145 3.825 -3.413 0

146 0 -4.825 0

147 3.825 -4.825 0

148 1.613 -4.825 0

149 1.613 -3.413 0

150 9.75 -3.413 0

151 11.288 -9.675 0

152 7.35 -5.85 0

153 11.288 -5.85 0

154 7.35 -9.675 0

155 7.35 -3.413 0

156 14.813 -3.413 0

157 14.813 0 0

158 14.813 -1.425 0

159 17.213 -1.425 0

160 18.675 -3.413 0

161 15.15 -9.675 0

162 15.15 -3.413 0

163 11.288 -4.838 0

164 15.15 -4.838 0

165 12.9 -3.413 0

166 12.9 -4.838 0

167 15.15 -7.463 0

168 11.288 -7.463 0

7/30/2019 Anbu Colony 28.11.12


169 12.488 -7.463 0

170 12.488 -9.675 0

171 20.85 -3.413 0

172 18.675 -5.85 0

173 30.9 -3.413 0

174 27.075 -7.463 0

175 30.9 -7.463 0

176 27.075 -4.838 0

177 30.9 -4.838 0178 28.275 -9.675 0

179 28.275 -7.463 0

180 27.075 -3.413 0

181 30.75 -3.413 0

182 28.688 -4.838 0

183 28.688 -3.413 0

184 30.75 -0.413 0

185 33.075 -2.4 0

186 36.638 -5.888 0

187 36.638 -4.35 0

188 1.425 -17.55 0

189 3.825 -17.55 0

190 4.838 -17.55 0191 4.838 -21.375 0

192 4.838 -19.725 0

193 7.238 -19.725 0

194 11.288 -17.55 0

195 7.238 -17.55 0

. - .

197 9.45 -16.238 0

198 7.238 -13.613 0

199 10.95 -13.613 0

200 9.75 -13.613 0

201 9.75 -11.4 0

202 12.488 -14.925 0

203 12.488 -21.375 0

204 15.825 -21.375 0

205 15.825 -17.55 0

206 15.825 -19.875 0

207 18.188 -19.875 0

208 18.113 -16.355 0

209 21.938 -11.4 0

210 21.938 -17.55 0

211 21.938 -16.355 0

212 18.188 -17.55 0

213 18.188 -16.355 0

214 20.4 -17.55 0

215 20.4 -16.355 0

216 14.7 -11.4 0

217 14.7 -17.55 0

218 10.95 -14.925 0

219 14.7 -14.925 0

220 26.888 -17.663 0

221 22.238 -17.663 0

222 26.888 -21.375 0

223 25.688 -11.4 0

224 25.688 -17.663 0

225 25.688 -14.925 0

226 21.938 -14.925 0

227 23.513 -17.663 0

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228 23.513 -21.375 0

229 23.513 -14.925 0

230 26.888 -19.875 0

231 29.213 -19.875 0

232 20.4 -13.73 0

233 21.938 -13.73 0

234 18.113 -13.73 0

235 20.4 -11.4 0

236 37.95 -17.55 0237 37.95 -21.375 0

238 29.213 -16.238 0

239 32.888 -16.238 0

240 29.213 -13.613 0

241 32.888 -13.613 0

242 31.425 -17.55 0

243 31.425 -16.238 0

244 31.725 -13.613 0

245 31.725 -11.4 0

246 34.425 -21.375 0

247 34.425 -17.55 0

248 34.425 -14.925 0

249 40.163 -19.875 0250 37.95 -19.875 0

251 40.163 -11.4 0

252 40.163 -17.55 0

253 43.875 -16.238 0

254 40.163 -16.238 0

. - .

256 42.375 -17.55 0

257 34.425 -3.413 0

258 14.7 -16.355 0

259 29.213 -17.663 0

260 22.575 -11.4 0

261 27.075 -11.4 0

262 23.85 -6.525 0

263 25.8 -6.525 0

264 22.575 -7.825 0

265 27.075 -7.825 0

266 5.4 -9.675 0

267 9.75 0 0

268 12.488 -16.238 0

269 17.663 -3.413 0

270 33.263 -21.375 0

271 25.763 -21.375 0

272 5.4 -11.4 0

273 9.675 -9.675 0

274 14.1 -11.4 0

275 33.563 -11.4 0

276 34.425 -7.463 0

277 9.563 -7.463 0

278 12.863 -7.463 0

288 18.188 -11.4 0

Floor NumPoints PointN1 PointN2 PointN3 PointN4 SortID

F1 4 1 128 143 79 1

F2 4 133 132 53 143 2

F3 4 149 145 147 148 3

F4 4 146 147 140 10 4

F5 4 79 149 148 146 5

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F13 4 152 153 151 154 6

F14 4 74 140 144 75 7

F15 4 25 141 32 31 8

F16 4 75 22 83 73 9

F17 4 69 32 189 188 10

F18 4 188 190 191 50 11

F19 4 190 195 193 192 12

F20 4 141 70 195 189 13

F24 4 197 64 113 196 14F25 4 195 194 49 48 15

F26 4 155 96 56 152 16

F27 4 201 111 199 200 17

F28 4 198 199 64 115 18

F29 4 115 197 196 195 19

F30 4 111 216 219 218 20

F31 4 202 219 217 34 21

F32 4 34 205 204 203 22

F33 4 205 212 207 206 23

F34 4 216 27 212 217 24

F35 4 235 209 233 232 25

F37 4 234 233 211 208 26

F38 4 213 215 214 212 27F39 4 212 35 46 47 28

F40 4 209 223 225 226 29

F41 4 229 225 224 227 30

F42 4 227 220 222 228 31

F43 4 223 121 120 224 32

F45 4 245 122 241 244 34

F46 4 240 241 239 238 35

F47 4 238 243 242 120 36

F48 4 120 39 67 68 37

F49 4 122 30 127 65 38

F50 4 248 127 117 247 39

F51 4 247 236 237 246 40

F52 4 30 251 252 117 41

F53 4 236 252 249 250 42

F54 4 252 41 44 142 43

F55 4 254 255 256 252 44

F56 4 81 42 253 254 45

F57 4 251 83 82 81 46

F58 4 145 155 154 144 47

F59 4 2 3 150 53 48

F61 4 52 157 156 99 49

F62 4 165 162 164 166 50

F63 4 163 164 167 168 51

F64 4 168 169 170 151 52

F65 4 158 159 54 156 53

F66 4 90 5 129 54 54

F67 4 160 171 59 172 55

F68 4 172 89 60 58 56

F69 4 162 160 58 161 57

F70 4 6 7 181 180 58

F71 4 183 173 177 182 59

F72 4 180 183 182 176 60

F73 4 99 165 166 163 61

F74 4 134 135 104 101 62

F75 4 176 177 175 174 63

F80 4 8 9 136 55 64

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F81 4 55 187 186 137 65

F82 4 137 139 107 104 66

F86 4 154 151 153 152 67

F87 4 156 54 159 158 68

F88 4 54 129 5 90 69

F89 4 161 58 160 162 70

F90 4 172 59 171 160 71

F91 4 58 60 89 172 72

F92 4 180 181 7 6 73F93 4 176 182 183 180 74

F94 4 182 177 173 183 75

F95 4 185 135 131 130 76

F96 4 55 136 9 8 77

F97 4 137 186 187 55 78

F98 4 104 107 139 137 79

F99 4 61 178 179 174 80

F100 4 174 175 177 176 81

F102 4 73 83 22 75 82

F103 4 31 32 141 25 83

F104 4 188 189 32 69 84

F105 4 50 191 190 188 85

F106 4 189 195 70 141 86F107 4 192 193 195 190 87

F110 4 200 199 111 201 88

F111 4 115 64 199 198 89

F112 4 195 196 197 115 90

F113 4 48 49 194 195 91

F115 4 34 217 219 202 93

F116 4 203 204 205 34 94

F117 4 206 207 212 205 95

F118 4 217 212 288 216 96

F120 4 232 233 209 235 97

F121 4 208 211 233 234 98

F122 4 212 214 215 213 99

F123 4 47 46 35 212 100

F124 4 226 225 223 209 101

F125 4 227 224 225 229 102

F126 4 228 222 220 227 103

F127 4 224 259 121 223 104

F128 4 230 231 259 220 105

F130 4 244 241 122 245 106

F131 4 238 239 241 240 107

F132 4 120 242 243 238 108

F133 4 68 67 39 120 109

F134 4 65 127 30 122 110

F135 4 247 117 127 248 111

F136 4 246 237 236 247 112

F137 4 117 252 251 30 113

F138 4 250 249 252 236 114

F139 4 81 82 83 251 115

F140 4 254 253 42 81 116

F141 4 252 256 255 254 117

F142 4 142 44 41 252 118

F143 4 79 143 128 1 119

F145 4 146 148 149 79 120

F146 4 148 147 145 149 121

F147 4 10 140 147 146 122

F148 4 143 53 132 133 123

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F149 4 53 150 3 2 124

F150 4 152 56 96 155 125

F152 4 144 154 155 145 126

F153 4 75 144 140 74 127

F155 4 99 156 157 52 128

F156 4 163 166 165 99 129

F157 4 166 164 162 165 130

F158 4 168 167 164 163 131

F159 4 151 170 169 168 132F161 4 114 214 215 208 133

F179 4 60 15 262 19 134

F180 4 17 18 263 262 135

F181 4 15 16 18 17 136

F182 4 16 61 20 263 137

F183 4 260 261 61 60 138

Name Z SoilClass Period Accelerat SortID

SPECTRUM 0.16 III 0 0.16 1

SPECTRUM 0.1 0.4 2

SPECTRUM 0.67 0.4 3

SPECTRUM 0.8 0.334 4

SPECTRUM 1 0.2672 5SPECTRUM 1.2 0.2227 6

SPECTRUM 1.4 0.1909 7

SPECTRUM 1.6 0.167 8

SPECTRUM 1.8 0.1484 9

SPECTRUM 2 0.1336 10

. .


SPECTRUM 3.5 0.0763 13


SPECTRUM 4.5 0.0668 15


SPECTRUM 5.5 0.0668 17


SPECTRUM 6.5 0.0668 19


SPECTRUM 7.5 0.0668 21


SPECTRUM 8.5 0.0668 23


SPECTRUM 9.5 0.0668 25

SPECTRUM 10 0.0668 26

Case Damping ModalComb GMCf1 GMCf2 DirCombo ABSSF U1Func

EQX 0.05 SRSS SRSS SPECTRUM

EQY 0.05 SRSS SRSS

EQX 0.05 SRSS SRSS SPECTRUM

EQY 0.05 SRSS SRSS

U1SF U2Func U2SF UZFunc UZSF Angle Eccen Overrides

1.8084 0 0 No

SPECTRUM 2.6229 0 0 No

1.8084 0 0 No

SPECTRUM 2.6229 0 0 No

Combo Type Case Factor CaseType SortID

COMB1 ADD DEAD 1.5 Static 1

COMB1 LIVE 1.5 Static 2

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COMB1 TERRACE 1.5 Static 3



COMB2 EQX 1.2 Spectrum 6




COMB3 EQX -1.2 Spectrum 10

COMB3 TERRACE 0.3 Static 11COMB4 ADD DEAD 1.2 Static 12


COMB4 EQY 1.2 Spectrum 14




COMB5 EQY -1.2 Spectrum 18


SEISMICWT ADD DEAD 1 Static 20

SEISMICWTCOMB6 LIVE 0.25 Static 21








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SEISMICWT ADD DEAD 1 Static 20SEISMICWTCOMB6 LIVE 0.25 Static 21





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7/30/2019 Anbu Colony 28.11.12








Anbu Colony 28.11.12

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