Chapter 2 3D Anlysis

7/22/2019 Chapter 2 3D Anlysis

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2. 3D frame analysis

2.1 Loading

TRANSFERD DEAD LOAD TO AXIS FROM RIBBED SLAB for 1st to 4th floors

BEAM LENGTH DUE TO RIB SLAB FACTOREDLOADaxis 4.9 2.9 2.9 4.9 LOAD ON BEAM (KN/m)

A 18.816 18.816 24.46

B 18.816 11.136 29.952 38.94

C 11.136 11.136 22.272 28.95

D 11.136 18.816 29.952 38.94

E 18.816 18.816 24.46

TRANSFERD LIVE LOAD TO AXIS FROM RIBBED for 1st to 4th floors

BEAM LENGTH DUE TO RIB SLAB FACTOREDLOADaxis 4.9 2.9 2.9 4.9 LOAD ON BEAM (KN/m)

A 5.589 5.589 8.94

B 5.589 3.308 8.897 14.23

C 3.308 3.308 6.615 10.58

D 3.308 5.589 8.897 14.23

E 5.589 5.589 8.94

WALL LOAD TO AXIS for 1st to 4th floors

SPAN

AXIS 1-2 2-3 3-4 4-5 5-6

A - - - - -

B 3.99 - - - 3.99

C 7.98 7.98 7.98 7.98

D 3.99 - - - 3.99

E - - - - -

SPAN

AXIS AB BC CD DE

1 - - - -

2 3.99 3.99 3.99 3.99

3 7.98 7.98 7.98 7.984 7.98 7.98 7.98 7.98

5 3.99 3.99 3.99 3.99

6 - - - -

WALL LOAD TO AXIS for ground floor


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SPAN

AXIS 12 23 34 45 56

A 7.98 7.98 7.98 7.98

B - - - - -

C 7.98 7.98 7.98 7.98

D - - - - -

E 7.98 7.98 7.98 7.98

SPAN

AXIS AB BC CD DE

1 7.98 7.98 7.98 7.98

2 3.99 3.99 3.99 3.99

3 7.98 7.98 7.98 7.98

4 7.98 7.98 7.98 7.98

5 3.99 3.99 3.99 3.99

6 7.98 7.98 7.98 7.98

Load from solid slab and stair to beams

Load from solid slab to cantilever beam Load from stair to stair beam

AXIS Span Load(KN/m) AXIS LOAD (KN/m)

1 1-1' 42.96 A 30.09

2 2-2' 108.57 B 30.30

3 3-3' 67.81 C4 4-4' 67.81 D 30.30

5 5-5' 108.57 E 30.09

6 6-6' 42.96

Roof Load transfer to beam

AT 1.5m SPACING

AXIS Load (KN/m) AXIS Load (KN/m)

1 1.4 A 1.4

2 11.18 B 11.183 0.06 C 0.04

4 0.06 D 11.18

5 11.18 E 1.4

6 1.4

2.2 Method of analysis

Frame analysis

The structural frames are designed for two main types of loads namely

a) Vertical load:- the loads developed due to gravitation pull

b) Horizontal load:- these loads developed due to earth quick or wind

according to the location of the building.


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The frame analysis can be done on the following procedure

1. Modeling the frame 3D system on ETABS

2. Vertical load that transfer from slab &roof to beams are calculate

& loaded

3. Horizontal loads due to earth quick the factors are calculated &

the value are enter to the ETABS analysis form.

4. Wall load on the beam are calculated & loaded

Load combination

Combo Type Case Factor CaseType

COMB1 ADD DEAD 1.3 Static

LIVE 1.6 Static

TRLOAD 1 Static

WALL 1.3 Static

COMB2 ADD COMB1 0.75 Combo

EQX1 1 Static


EQX1 -1 Static


EQX2 1 Static


EQX2 -1 Static


EQY1 1 Static


EQY1 -1 Static


EQY2 1 Static


EQY2 -1 Static

INVELOP ENVE COMB1 1 Combo

COMB2 1 Combo

COMB3 1 Combo

COMB4 1 ComboCOMB5 1 Combo

COMB6 1 Combo

COMB7 1 Combo

COMB8 1 Combo

COMB9 1 Combo


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2.3 Analysis result

Weight of 3D analysis from ETABS analysis

StoryElementType

Material

TotalWeight

FloorArea

WATERTHANK Column CONC 48 26.46WATER

THANK Beam CONC 62.1 26.46TOP TIEBEAM Column CONC 270 0

TOP TIEBEAM Beam CONC 561.15 0FOURTHFLOOR Column CONC 252 417.57FOURTHFLOOR Beam CONC 556.65 417.57

THREDFLOOR Column CONC 270 417.57

THREDFLOOR Beam CONC 553.95 417.57SECOND

FLOOR Column CONC 270 417.57SECONDFLOOR Beam CONC 553.95 417.57FRISTFLOOR Column CONC 270 417.57FRISTFLOOR Beam CONC 553.95 417.57GROUNFLOOR Column CONC 225 347.88GROUNFLOOR Beam CONC 564 347.88SUM Column CONC 1605 2044.62

SUM Beam CONC 3405.75 2044.62TOTAL All All 5010.75 2044.62

Table 3 Lateral force on each floors, Center of mass and center of rigidity


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Story Diaphragm MassX MassY XCM YCM CumMassX CumMassY XCCM YCCM XCR YCR

FRIST FLOOR D1 737.1357 737.1357 11.2 7.8 737.1357 737.1357 11.15 7.8 11.15 7.8

SECOND FLOOR D2 737.1357 737.1357 11.2 7.8 737.1357 737.1357 11.15 7.8 11.15 7.8

THRED FLOOR D3 735.3409 735.3409 11.2 7.8 735.3409 735.3409 11.15 7.8 11.15 7.8

FOURTH FLOOR D4 728.1868 728.1868 11.2 7.8 728.1868 728.1868 11.15 7.8 11.15 7.8

TOP TIE BEAM DTT 220.1638 220.1638 11.1 7.787 220.1638 220.1638 11.1 7.787 11.15 7.8

WATER THANK DWT 17.1703 17.1703 11.2 7.8 17.1703 17.1703 11.15 7.8 11.15 7.8

GROUN FLOOR DG 294.7706 294.7706 11.2 7.8 294.7706 294.7706 11.15 7.8 11.15 7.8

Representative group output for foundation design

FOR

FOUNDATION Point Load FX FY FZ MX MY MZ

BASE 24 INVELOP MAX 44.99 45.21 1197.07 68.687 59.681 0.261

BASE 25 INVELOP MAX 43.37 45.42 880.08 62.057 57.584 0.261

BASE 30 INVELOP MAX 45.14 41.19 1734.39 52.339 61.111 0.261

BASE 37 INVELOP MAX 38.5 40.32 1953.11 54.932 55.754 0.261

BASE 38 INVELOP MAX 38.78 50.23 1438.08 71.853 54.704 0.261

Table.2 ETABS Output for Footing


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Story Point Load FX FY FZ MX MY MZBASE 9 INVELOP MAX 40.940 38.38 1091.81 52.359 57.029 0.258

- . - . . - . - . - .BASE 10 INVELOP MAX 40.650 45.51 921.98 70.607 55.717 0.258BASE 10 INVELOP MIN -38.360 -51.36 587.31 -65.896 -53.857 -0.258BASE 11 INVELOP MAX 39.690 43.51 851.68 64.258 54.312 0.258BASE 11 INVELOP MIN -32.980 -43.51 553.19 -64.257 -48.827 -0.258

BASE 12 INVELOP MAX 40.650 51.4 921.6 65.919 55.712 0.258BASE 12 INVELOP MIN -38.360 -45.54 586.97 -70.637 -53.853 -0.258BASE 13 INVELOP MAX 40.930 28.62 1091.39 60.195 57.017 0.258BASE 13 INVELOP MIN -33.600 -38.36 712.63 -52.342 -51.011 -0.258

. . . . . .BASE 16 INVELOP MIN -38.280 -34.8 1211.22 -58.652 -55.235 -0.258BASE 17 INVELOP MAX 38.660 50.21 1490.39 70.734 54.384 0.258BASE 17 INVELOP MIN -38.340 -53.7 1009.12 -67.921 -54.14 -0.258BASE 18 INVELOP MAX 36.710 41.33 1439.84 60.738 52.163 0.258BASE 18 INVELOP MIN -36.730 -41.33 1062.42 -60.739 -52.199 -0.258BASE 19 INVELOP MAX 38.660 53.69 1489.81 67.913 54.38 0.258BASE 19 INVELOP MIN -38.340 -50.2 1008.67 -70.726 -54.135 -0.258BASE 20 INVELOP MAX 38.450 34.8 1775.99 58.653 55.351 0.258BASE 20 INVELOP MIN -38.270 -38.61 1210.25 -55.577 -55.225 -0.258BASE 23 INVELOP MAX 45.340 39.73 1654.82 52.669 60.973 0.258BASE 23 INVELOP MIN -44.450 -33.81 1148.5 -57.456 -60.256 -0.258

BASE 24 INVELOP MAX 44.450 45 1237.29 67.713 59.011 0.258- . - . . - . - . - .

BASE 25 INVELOP MAX 42.880 44.93 891.05 61.394 56.949 0.258- . - . . - . - . - .

BASE 26 INVELOP MAX 44.450 52.62 1237.15 61.568 59.007 0.258BASE 26 INVELOP MIN -45.580 -45 856.04 -67.717 -59.955 -0.258BASE 27 INVELOP MAX 45.330 33.81 1654.44 57.455 60.961 0.258BASE 27 INVELOP MIN -44.440 -39.73 1148.22 -52.671 -60.244 -0.258BASE 30 INVELOP MAX 44.390 39.72 1656.06 52.659 60.191 0.258BASE 30 INVELOP MIN -45.340 -33.8 1149.28 -57.443 -60.99 -0.258BASE 31 INVELOP MAX 45.490 44.98 1232.62 67.709 59.865 0.258BASE 31 INVELOP MIN -44.520 -52.62 852.65 -61.545 -59.089 -0.258

. . . . . .BASE 32 INVELOP MIN -42.960 -44.92 659.54 -61.383 -57.032 -0.258BASE 33 INVELOP MAX 45.490 52.63 1232.48 61.545 59.86 0.258

BASE 33 INVELOP MIN -44.520 -44.98 852.56 -67.713 -59.085 -0.258BASE 34 INVELOP MAX 44.380 33.8 1655.67 57.442 60.179 0.258BASE 34 INVELOP MIN -45.330 -39.72 1149 -52.66 -60.978 -0.258BASE 37 INVELOP MAX 38.220 38.56 1797.47 55.514 55.173 0.258BASE 37 INVELOP MIN -38.750 -34.75 1226.94 -58.599 -55.635 -0.258BASE 38 INVELOP MAX 38.300 50.13 1498.59 70.693 54.093 0.258

- . - . . - . - . - .BASE 39 INVELOP MAX 36.690 41.29 1444.16 60.681 52.152 0.258

- . - . . - . - . - .BASE 40 INVELOP MAX 38.300 53.66 1498.01 67.826 54.089 0.258

- . - . . - . - . - .BASE 41 INVELOP MAX 38.210 34.75 1796.2 58.599 55.163 0.258

- . - . . - . - . - .BASE 44 INVELOP MAX 33.610 38.38 1075.77 52.242 50.995 0.258BASE 44 INVELOP MIN -40.290 -28.55 711.85 -60.162 -56.504 -0.258BASE 45 INVELOP MAX 38.340 45.45 915.74 70.497 53.819 0.258

BASE 45 INVELOP MIN -40.330 -51.28 588.39 -65.803 -55.466 -0.258BASE 46 INVELOP MAX 32.960 43.44 850.97 64.16 48.79 0.258BASE 46 INVELOP MIN -39.700 -43.44 554.98 -64.159 -54.338 -0.258BASE 47 INVELOP MAX 38.340 51.32 915.37 65.826 53.815 0.258BASE 47 INVELOP MIN -40.320 -45.48 588.05 -70.526 -55.461 -0.258

. . . . . .- . - . . - . - . - .

Grouped column for design , Axial load and bending moments value.


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Story Column Load Loc P V2 V3 T M2 M3

GROUN FLOOR C12 INVELOP 0 -1953.11 39.01 -40.32 -0.26 -60.365 56.194

GROUN FLOOR C12 INVELOP 2.2 -1944.53 39.01 -40.32 -0.26 30.743 -33.352GROUN FLOOR C16 INVELOP 0 -1197.07 46.09 53.51 -0.26 68.687 60.603

GROUN FLOOR C16 INVELOP 2.2 -1188.49 46.09 53.51 -0.26 -50.474 -43.052GROUN FLOOR C18 INVELOP 0 -1438.08 39.32 54.77 -0.26 71.853 55.166

GROUN FLOOR C18 INVELOP 2.2 -1429.5 39.32 54.77 -0.26 -50.501 -33.983

GROUN FLOOR C21 INVELOP 0 -880.08 45.18 45.42 -0.26 -62.059 59.087GROUN FLOOR C21 INVELOP 2.2 -871.5 45.18 45.42 -0.26 38.895 -41.92


FRIST FLOOR C12 INVELOP 0 -1860.03 12.6 38.07 -0.43 46.465 18.74

FRIST FLOOR C12 INVELOP 2.7 -1849.5 12.95 38.07 -0.44 -60.032 -20.29FRIST FLOOR C18 INVELOP 0 -1365.16 12.51 45.7 -0.3 68.905 18.879

FRIST FLOOR C18 INVELOP 2.7 -1354.63 -12.42 45.7 -0.27 -57.124 -18.549FRIST FLOOR C16-1 INVELOP 0 -1110.54 -24.11 45.41 -0.41 68.812 -27.556

FRIST FLOOR C16-1 INVELOP 1.2 -1105.86 -24.11 45.41 -0.41 13.579 5.054FRIST FLOOR C21 INVELOP 0 -781.1 16.43 30.18 -0.28 -48.715 27.495FRIST FLOOR C21 INVELOP 2.7 -770.57 15.98 29.55 -0.28 37.699 -22.657


SECOND FLOOR C12 INVELOP 0 -1375.6 11.82 44.46 -0.23 67.63 19.085

SECOND FLOOR C12 INVELOP 2.7 -1365.07 12.45 44.46 -0.25 -54.187 -16.75

SECOND FLOOR C18 INVELOP 0 -1044.72 11.03 27.15 -0.18 43.734 17.282SECOND FLOOR C18 INVELOP 2.7 -1034.19 11.1 27.64 -0.17 -35.328 -15.285SECOND FLOOR C16-1 INVELOP 0 -899.78 13.31 32.7 -0.16 47.603 16.895SECOND FLOOR C16-1 INVELOP 1.2 -895.1 13.31 32.7 -0.16 7.945 7.57

SECOND FLOOR C21 INVELOP 0 -546.85 13.99 14.95 -0.26 -22.721 21.547SECOND FLOOR C21 INVELOP 2.7 -536.32 13.43 14.95 -0.17 20.63 -19.512


THRED FLOOR C12 INVELOP 0 -926.74 9.68 39.76 -0.12 59.233 14.788THRED FLOOR C12 INVELOP 2.7 -916.21 9.78 39.76 -0.11 -49.095 -13.412

THRED FLOOR C18 INVELOP 0 -728.38 8.74 22.21 -0.12 34.548 13.432THRED FLOOR C18 INVELOP 2.7 -717.85 8.8 22.13 -0.11 -29.105 -12.01

THRED FLOOR C16-1 INVELOP 0 -688.73 12.49 33.11 -0.19 48.399 17.267THRED FLOOR C16-1 INVELOP 1.2 -684.05 12.49 33.11 -0.19 8.42 5.865THRED FLOOR C21 INVELOP 0 -284.62 14.41 13.39 -0.12 -20.174 21.652

THRED FLOOR C21 INVELOP 2.7 -274.09 15.17 13.54 -0.15 18.449 -21.03Story Column Load Loc P V2 V3 T M2 M3

FOURTH FLOOR C12 INVELOP 0 -922.19 9.55 40.33 -0.08 59.46 14.576

FOURTH FLOOR C12 INVELOP 2.7 -911.66 9.7 40.33 -0.08 -50.413 -13.313FOURTH FLOOR C18 INVELOP 0 -750.87 9.23 21.57 -0.02 34.292 13.815

FOURTH FLOOR C18 INVELOP 2.7 -740.34 8.79 21.57 -0.13 -27.278 -12.411FOURTH FLOOR C16-1 INVELOP 0 -622.65 12.16 27.25 0.083 41.287 17.321FOURTH FLOOR C16-1 INVELOP 1.2 -617.97 12.16 27.25 0.083 8.364 6.357

FOURTH FLOOR C21 INVELOP 0 -509.1 12.37 12.89 -0.12 -19.904 18.892. - . . . - . . - .


TOP TIE BEAM C12 INVELOP 0 -61.92 3.44 10.14 -0.04 28.82 6.215

TOP TIE BEAM C12 INVELOP 2.7 -51.39 3.44 10.14 -0.04 6.391 -3.102TOP TIE BEAM C16 INVELOP 0 -147.1 5.27 11.83 -0.04 19.462 11.423

TOP TIE BEAM C16 INVELOP 2.7 -136.57 5.27 11.83 -0.04 -12.538 -4.017TOP TIE BEAM C18 INVELOP 0 -103.3 2.93 7.55 -0.04 11.371 5.351TOP TIE BEAM C18 INVELOP 2.7 -92.77 2.93 7.55 -0.04 -9.05 -2.583

TOP TIE BEAM C21 INVELOP 0 -67.83 3.23 3.75 -0.04 -5.769 9.612. - . . . - . . .


WATER THANK C26 INVELOP 0 -23.05 -0.43 -9.32 -0.02 -9.048 0.588

Arranged Beam out put on each floors for design


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Story Beam Load Loc V2 T M3 AXIS SPAN

TYPICAL FLOOR B56 INVELOP MIN 0.25 0.88 -2.387 -6.922 A 1'-1

TYPICAL FLOOR B56 INVELOP MIN 0.125 -2.92 -2.387 -7.013 A 1'-1

TYPICAL FLOOR B56 INVELOP MIN 0 -7.59 -2.387 -7.653 A 1'-1

TYPICAL FLOOR B57 INVELOP MAX 2.4 -0.91 0.944 37.546 A 12

TYPICAL FLOOR B57 INVELOP MIN 4.65 60.25 0.614 -51.475 A 12TYPICAL FLOOR B57 INVELOP MIN 0.15 -86.32 0.614 -62.265 A 12

TYPICAL FLOOR B58 INVELOP MAX 2.5 1.97 0.038 40.323 A 23

TYPICAL FLOOR B58 INVELOP MIN 0.15 -86.55 -0.497 -60.077 A 23

TYPICAL FLOOR B58 INVELOP MIN 4.85 65.43 -0.497 -65.266 A 23







TYPICAL FLOOR B61 INVELOP MAX 2.4 2.6 -0.659 37.897 A 56

TYPICAL FLOOR B61 INVELOP MIN 0.15 -81.65 -1.002 -51.405 A 56TYPICAL FLOOR B61 INVELOP MIN 4.65 63.75 -1.002 -61.633 A 56

TYPICAL FLOOR B62 INVELOP MIN 0.15 -1.61 -0.056 -5.651 A 66'

TYPICAL FLOOR B62 INVELOP MIN 0.275 1.89 -0.056 -5.798 A 66'

TYPICAL FLOOR B62 INVELOP MIN 0.4 5.39 -0.056 -6.443 A 66'


TYPICAL FLOOR B63 INVELOP MIN 0.25 2.31 -1.376 -6.032 B 1'-1

TYPICAL FLOOR B63 INVELOP MIN 0.125 -4.66 -1.376 -6.129 B 1'-1

TYPICAL FLOOR B63 INVELOP MIN 0 -12.44 -1.376 -7.198 B 1'-1

TYPICAL FLOOR B64 INVELOP MAX 2.4 0.39 0.217 62.275 B 12

TYPICAL FLOOR B64 INVELOP MIN 4.65 103.92 -0.317 -94.194 B 12TYPICAL FLOOR B64 INVELOP MIN 0.15 -140.58 -0.317 -96.433 B 12

TYPICAL FLOOR B65 INVELOP MAX 2.5 0.99 -1.005 61.61 B 23

TYPICAL FLOOR B65 INVELOP MIN 4.85 99.28 -1.434 -95.478 B 23

TYPICAL FLOOR B65 INVELOP MIN 0.15 -134.33 -1.434 -96.472 B 23


TYPICAL FLOOR B67 INVELOP MIN 0.15 -133.88 1.011 -95.396 B 34

TYPICAL FLOOR B67 INVELOP MIN 4.85 99.63 1.011 -96.497 B 34



TYPICAL FLOOR B68 INVELOP MIN 4.65 104.71 -0.23 -96.671 B 45


TYPICAL FLOOR B69 INVELOP MIN 0.275 3.51 -0.73 -6.79 B 56TYPICAL FLOOR B69 INVELOP MIN 0.4 9.34 -0.73 -7.866 B 56

TYPICAL FLOOR B98 INVELOP MAX 1.35 12.15 0.165 14.269 B 66'

TYPICAL FLOOR B98 INVELOP MIN 0.15 -42.36 -0.17 -21.668 B 66'

TYPICAL FLOOR B98 INVELOP MIN 2.55 19.2 -0.17 -22.338 B 66'


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TYPICAL FLOOR B70 INVELOP MAX 0.125 -1.29 0.819 2.531 C 1'-1

TYPICAL FLOOR B70 INVELOP MAX 0.25 4.65 0.819 2.37 C 1'-1

TYPICAL FLOOR B70 INVELOP MAX 0 -6.34 0.819 1.889 C 1'-1

TYPICAL FLOOR B71 INVELOP MAX 2.4 1.52 0.036 54.242 C 12

TYPICAL FLOOR B71 INVELOP MIN 0.15 -119.97 -0.038 -79.472 C 12TYPICAL FLOOR B71 INVELOP MIN 4.65 90.96 -0.038 -84.478 C 12

TYPICAL FLOOR B72 INVELOP MAX 2.575 2.16 0.168 57.77 C 23

TYPICAL FLOOR B72 INVELOP MIN 0.15 -128.83 -0.166 -96.415 C 23

TYPICAL FLOOR B72 INVELOP MIN 5 98.22 -0.166 -104.5 C 23

TYPICAL FLOOR B74 INVELOP MAX 2.425 -0.35 0.165 57.787 C 45

TYPICAL FLOOR B74 INVELOP MIN 4.85 95.73 -0.167 -96.407 C 45

TYPICAL FLOOR B74 INVELOP MIN 0 -132.16 -0.167 -104.48 C 45

TYPICAL FLOOR B75 INVELOP MAX 2.4 -0.1 0.041 54.264 C 56

TYPICAL FLOOR B75 INVELOP MIN 4.65 89.3 -0.039 -79.532 C 56

TYPICAL FLOOR B75 INVELOP MIN 0.15 -122.16 -0.039 -84.374 C 56TYPICAL FLOOR B76 INVELOP MAX 0.275 1.99 0.809 2.774 C 66'

TYPICAL FLOOR B76 INVELOP MAX 0.15 -3.28 0.809 2.602 C 66'

TYPICAL FLOOR B76 INVELOP MAX 0.4 8.71 0.809 2.142 C 66'


TYPICAL FLOOR B10 INVELOP MAX 1.45 1.01 -0.298 0.813 1 AA'

TYPICAL FLOOR B10 INVELOP MIN 2.7 0.36 -0.595 -2.386 1 AA'

TYPICAL FLOOR B10 INVELOP MIN 0.2 -5.12 -0.595 -4.067 1 AA'TYPICAL FLOOR B11 INVELOP MAX 2.45 1.82 -0.141 1.158 1 AB

TYPICAL FLOOR B11 INVELOP MIN 0.2 -5.63 -0.294 -5.685 1 AB

TYPICAL FLOOR B11 INVELOP MIN 4.7 4.54 -0.294 -8.685 1 AB

TYPICAL FLOOR B12 INVELOP MAX 1.175 0.47 0.783 3.797 1 BC

TYPICAL FLOOR B12 INVELOP MIN 0.2 -44.27 -0.009 -17.555 1 BC

TYPICAL FLOOR B12 INVELOP MIN 2.15 33.8 -0.009 -18.47 1 BC

TYPICAL FLOOR B7 INVELOP MAX 0.975 -0.24 0.006 3.793 1 CD

TYPICAL FLOOR B7 INVELOP MIN 1.95 33.1 -0.786 -17.565 1 CD

TYPICAL FLOOR B7 INVELOP MIN 0 -45.2 -0.786 -18.468 1 CD

TYPICAL FLOOR B8 INVELOP MAX 2.45 0.39 0.293 1.156 1 DE

TYPICAL FLOOR B8 INVELOP MIN 4.7 3.11 0.14 -5.671 1 DE

TYPICAL FLOOR B8 INVELOP MIN 0.2 -7.54 0.14 -8.7 1 DE

TYPICAL FLOOR B9 INVELOP MAX 0.2 -0.36 0.594 1.893 1 EE'

TYPICAL FLOOR B9 INVELOP MIN 0.2 -3.77 0.297 -2.399 1 EE'

TYPICAL FLOOR B9 INVELOP MIN 2.7 1.71 0.297 -4.074 1 EE'


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TYPICAL FLOOR B13 INVELOP MAX 0.975 -3.83 0.246 23.142 2 AA'

TYPICAL FLOOR B13 INVELOP MIN 1.95 81.32 0.082 -27.224 2 AA'

TYPICAL FLOOR B13 INVELOP MIN 0 -118.99 0.082 -37.413 2 AA'

TYPICAL FLOOR B14 INVELOP MAX 2.45 0.07 -0.058 5.52 2 AB




TYPICAL FLOOR B15 INVELOP MIN 0.2 -8.98 0.337 -2.376 2 BC

TYPICAL FLOOR B15 INVELOP MIN 2.7 7.59 0.337 -5.251 2 BC

TYPICAL FLOOR B16 INVELOP MAX 1.45 0.03 -0.336 2.721 2 CD


TYPICAL FLOOR B16 INVELOP MIN 0.2 -11.28 -0.531 -5.234 2 CD



TYPICAL FLOOR B17 INVELOP MIN 4.7 13.61 0.058 -16.76 2 DETYPICAL FLOOR B18 INVELOP MAX 1.175 5.22 -0.082 23.141 2 EE'

TYPICAL FLOOR B18 INVELOP MIN 0.2 -108.55 -0.246 -27.232 2 EE'

TYPICAL FLOOR B18 INVELOP MIN 2.15 89.15 -0.246 -37.407 2 EE'


TYPICAL FLOOR B19 INVELOP MAX 0.975 -1.4 -0.267 16.549 3 AA'

TYPICAL FLOOR B19 INVELOP MIN 1.95 57.76 -0.749 -20.085 3 AA'

TYPICAL FLOOR B19 INVELOP MIN 0 -81.05 -0.749 -23.923 3 AA'TYPICAL FLOOR B20 INVELOP MAX 2.45 1.64 -0.229 9.75 3 AB



TYPICAL FLOOR B21 INVELOP MAX 1.55 -5.7 0.962 7.554 3 BC


TYPICAL FLOOR B21 INVELOP MIN 0.2 -26.79 0.577 -16.5 3 BC

TYPICAL FLOOR B22 INVELOP MAX 1.35 8.83 -0.576 7.551 3 CD

TYPICAL FLOOR B22 INVELOP MAX 0 -5.91 -0.576 7.348 3 CD



TYPICAL FLOOR B23 INVELOP MIN 4.7 20.8 0.229 -21.647 3 DE


TYPICAL FLOOR B24 INVELOP MAX 1.175 1.97 0.748 16.551 3 EE'

TYPICAL FLOOR B24 INVELOP MIN 0.2 -77.11 0.267 -20.077 3 EE'

TYPICAL FLOOR B24 INVELOP MIN 2.15 60.71 0.267 -23.925 3 EE'


11/15

Story Beam Load Loc V2 T M3 Axis span

TOP TIE BEAM B7 INVELOP MIN 1.95 5.33 0 -4.395 1 A -A

TOP TIE BEAM B7 INVELOP MAX 0 0 0 2.986 1 A -A

TOP TIE BEAM B8 INVELOP MIN 4.7 7.39 0.162 -7.481 1 A-B

TOP TIE BEAM B8 INVELOP MIN 0.2 -7.45 0.162 -4.234 1 A-B

TOP TIE BEAM B8 INVELOP MAX 2.45 0.54 0.219 3.786 1 A-BTOP TIE BEAM B9 INVELOP MAX 0.2 -0.04 -0.107 2.831 1 B-C

TOP TIE BEAM B9 INVELOP MAX 1.1 1.94 -0.107 1.976 1 B-C

TOP TIE BEAM B9 INVELOP MAX 1.1 2.99 -0.107 1.976 1 B-C

TOP TIE BEAM B10 INVELOP MIN 0.2 -6.03 0.118 -3.688 1 CD

TOP TIE BEAM B10 INVELOP MIN 2.7 1.85 0.118 0.12 1 CD

TOP TIE BEAM B10 INVELOP MAX 1.45 -0.57 0.237 1.498 1 CD

TOP TIE BEAM B11 INVELOP MIN 0.2 -8.48 -0.219 -7.192 1 DE

TOP TIE BEAM B11 INVELOP MAX 4.7 7.48 -0.163 -2.978 1 DE

TOP TIE BEAM B11 INVELOP MAX 2.45 -0.33 -0.163 3.624 1 DE

TOP TIE BEAM B12 INVELOP MIN 0.2 -7.1 0 -4.395 1 EE

TOP TIE BEAM B12 INVELOP MAX 2.15 0 0 2.986 1 EE


TOP TIE BEAM B13 INVELOP MIN 1.95 4.28 0.025 -3.308 2 A A

TOP TIE BEAM B13 INVELOP MAX 0 0 0.829 2.253 2 A A

TOP TIE BEAM B14 INVELOP MIN 4.7 21.6 -0.07 -18.6 2 AB

TOP TIE BEAM B14 INVELOP MIN 0.2 -17.9 -0.07 -12.39 2 AB

TOP TIE BEAM B14 INVELOP MAX 2.45 -0.06 -0.02 9.794 2 AB

TOP TIE BEAM B15 INVELOP MIN 2.7 14.85 0.095 -6.146 2 BC

TOP TIE BEAM B15 INVELOP MIN 0.2 -9.82 0.095 -2.542 2 BC

TOP TIE BEAM B15 INVELOP MAX 1.1 4 0.203 5.108 2 BC

TOP TIE BEAM B16 INVELOP MIN 0.2 -11.3 -0.2 -6.432 2 CD

TOP TIE BEAM B16 INVELOP MIN 2.7 5.38 -0.2 -1.949 2 CD

TOP TIE BEAM B16 INVELOP MAX 1.4 3.43 -0.1 4.978 2 CD

TOP TIE BEAM B17 INVELOP MIN 0.2 -19.4 0.023 -17.6 2 DE

TOP TIE BEAM B17 INVELOP MIN 4.7 12.07 0.023 -11.34 2 DE

TOP TIE BEAM B17 INVELOP MAX 3.2 11.73 0.069 9.55 2 DE

TOP TIE BEAM B18 INVELOP MIN 0.2 -5.7 -0.83 -3.308 2 EE

TOP TIE BEAM B18 INVELOP MAX 2.15 0 -0.03 2.253 2 EE


12/15


TOP TIE BEAM B19 INVELOP MIN 1.95 4.28 -0.711 -3.308 3 A A

TOP TIE BEAM B19 INVELOP MAX 0 0 0.501 2.253 3 A A

TOP TIE BEAM B20 INVELOP MIN 4.7 23.59 -0.063 -24.2 3 AB

TOP TIE BEAM B20 INVELOP MIN 0.2 -28.21 -0.063 -16.51 3 AB

TOP TIE BEAM B20 INVELOP MAX 2.45 1.71 -0.008 13.31 3 ABTOP TIE BEAM B21 INVELOP MIN 0.2 -13.98 0.206 -14.16 3 BC

TOP TIE BEAM B21 INVELOP MIN 1.45 -10.32 0.206 0.769 3 BC

TOP TIE BEAM B21 INVELOP MAX 2.7 -4.74 0.338 11.64 3 BC

TOP TIE BEAM B22 INVELOP MIN 2.7 10.22 -0.338 -14.17 3 CD



TOP TIE BEAM B23 INVELOP MIN 0.2 -31.63 0.008 -24.2 3 DE

TOP TIE BEAM B23 INVELOP MIN 4.7 21.03 0.008 -16.52 3 DE

TOP TIE BEAM B23 INVELOP MAX 2.45 -1.15 0.063 13.31 3 DE

TOP TIE BEAM B24 INVELOP MIN 0.2 -5.7 -0.503 -3.308 3 EETOP TIE BEAM B24 INVELOP MAX 2.15 0 0.71 2.253 3 EE


TOP TIE BEAM B56 INVELOP MIN 0.25 0.73 0 -10.31 A 11

TOP TIE BEAM B56 INVELOP MIN 0 0 0 -10.19 A 11

TOP TIE BEAM B57 INVELOP MIN 0.15 -15.21 0 -18.07 A 12

TOP TIE BEAM B57 INVELOP MAX 4.65 6.54 0 5.689 A 12

TOP TIE BEAM B57 INVELOP MAX 3 0.23 0 7.322 A 12

TOP TIE BEAM B58 INVELOP MIN 4.85 8.16 0 -12.08 A 23TOP TIE BEAM B58 INVELOP MIN 0.15 -9.68 0 -7.405 A 23









TOP TIE BEAM B61 INVELOP MAX 0.15 -2.59 0 6.285 A 56TOP TIE BEAM B61 INVELOP MAX 1.5 2.4 0 7.871 A 56


TOP TIE BEAM B62 INVELOP MIN 0.4 0 0 -9.896 A 66


13/15


TOP TIE BEAM B63 INVELOP MIN 0.25 0.73 0 -11.95 B 11

TOP TIE BEAM B63 INVELOP MIN 0 0 0 -11.83 B 11

TOP TIE BEAM B64 INVELOP MIN 0.15 -24.7 0 -24.33 B 12


TOP TIE BEAM B64 INVELOP MAX 3 8.81 0 13.354 B 12TOP TIE BEAM B65 INVELOP MIN 4.85 20.53 0 -24.02 B 23


TOP TIE BEAM B65 INVELOP MAX 2.7 9.51 0 12.699 B 23






TOP TIE BEAM B67 INVELOP MAX 3 9.41 0 12.728 B 45

TOP TIE BEAM B68 INVELOP MIN 4.65 15.06 0 -22.9 B 56TOP TIE BEAM B68 INVELOP MIN 0.15 -18 0 -8.669 B 56





TOP TIE BEAM B70 INVELOP MIN 0.25 0.73 0 -0.122 C 11

TOP TIE BEAM B70 INVELOP MIN 0 0 0 0 C 11

TOP TIE BEAM B71 INVELOP MIN 0.15 -12.48 0 -13.9 C 12

TOP TIE BEAM B71 INVELOP MAX 4.5 4.66 0 5.169 C 12TOP TIE BEAM B71 INVELOP MAX 3 0.28 0 5.753 C 12



TOP TIE BEAM B72 INVELOP MAX 2.7 1 0 4.027 C 23



TOP TIE BEAM B73 INVELOP MAX 0.15 1.58 0 6.038 C 34





TOP TIE BEAM B75 INVELOP MAX 0.15 -2.54 0 5.016 C 56





14/15

Story Beam Load Loc V2 T M3 Axis On span

GROUN FLOOR B8 INVELOP MAX 2.45 8.17 0.241 15.917 1 AB

GROUN FLOOR B8 INVELOP MIN 0.2 -31 -1.482 -31.651 1 AB

GROUN FLOOR B8 INVELOP MIN 4.7 17.61 -1.482 -31.621 1 AB

GROUN FLOOR B9 INVELOP MAX 1.45 14.17 1.583 4.139 1 BC

GROUN FLOOR B9 INVELOP MIN 0.2 -29.8 -0.053 -24.745 1 BCGROUN FLOOR B9 INVELOP MIN 2.7 -3.03 -0.053 -24.117 1 BC

GROUN FLOOR B10 INVELOP MAX 1.45 16.39 0.053 4.146 1 CD

GROUN FLOOR B10 INVELOP MIN 0.2 -27.5 -1.583 -24.087 1 CD


GROUN FLOOR B11 INVELOP MAX 2.45 6.47 1.481 15.917 1 DE

GROUN FLOOR B11 INVELOP MIN 0.2 -33.3 -0.241 -31.611 1 DE

GROUN FLOOR B11 INVELOP MIN 4.7 15.92 -0.241 -31.652 1 DE



GROUN FLOOR B14 INVELOP MIN 0.2 -19.26 -0.399 -20.36 2 AB



GROUN FLOOR B15 INVELOP MIN 0.2 -19.84 -0.498 -15.24 2 BC










GROUN FLOOR B20 INVELOP MIN 0.2 -31.1 -0.517 -23.857 3 AB




GROUN FLOOR B21 INVELOP MIN 2.7 6.88 -0.289 -15.334 3 BC



GROUN FLOOR B22 INVELOP MIN 2.7 6.24 -0.05 -12.747 3 CD





15/15


GROUN FLOOR B57 INVELOP MAX 2.4 7.67 1.296 14.934 A 1_2

GROUN FLOOR B57 INVELOP MIN 0.15 -32.1 -0.6 -33.499 A 1_2

GROUN FLOOR B57 INVELOP MIN 4.65 16.44 -0.6 -32.762 A 1_2



GROUN FLOOR B58 INVELOP MIN 4.85 20.29 -0.595 -30.019 A 2_3GROUN FLOOR B59 INVELOP MAX 1.35 10.25 0.318 13.616 A 3_4







GROUN FLOOR B61 INVELOP MIN 0.15 -32 -1.296 -32.766 A 5_6



GROUN FLOOR B64 INVELOP MAX 2.4 5.43 0.862 4.019 B 1_2

GROUN FLOOR B64 INVELOP MIN 0.15 -12.96 -1.097 -18.63 B 1_2GROUN FLOOR B64 INVELOP MIN 4.65 0.2 -1.097 -16.72 B 1_2


GROUN FLOOR B65 INVELOP MIN 0.15 -10.8 0.079 -15.48 B 2_3

GROUN FLOOR B65 INVELOP MIN 4.85 2.95 0.079 -13.76 B 2_3


GROUN FLOOR B66 INVELOP MIN 0.15 -10.72 -0.126 -10.29 B 3_4


GROUN FLOOR B67 INVELOP MAX 2.5 3.85 -0.078 4.572 B 4_5


GROUN FLOOR B67 INVELOP MIN 4.85 2.49 -0.35 -15.28 B 4_5



GROUN FLOOR B68 INVELOP MIN 4.65 1.16 -0.864 -18.99 B 5_6


GROUN FLOOR B71 INVELOP MAX 2.4 6.7 0.301 14.713 C 1_2

GROUN FLOOR B71 INVELOP MIN 0.15 -32 -0.301 -31.042 C 1_2

GROUN FLOOR B71 INVELOP MIN 4.65 17.52 -0.301 -30.944 C 1_2


GROUN FLOOR B72 INVELOP MIN 0.15 -32.9 -0.891 -28.536 C 2_3



GROUN FLOOR B73 INVELOP MIN 0.15 -12 -0.108 -12.109 C 3_4

GROUN FLOOR B73 INVELOP MIN 2.55 -4.99 -0.108 -12.131 C 3_4GROUN FLOOR B74 INVELOP MAX 2.5 3.74 0.889 15.127 C 4_5






Chapter 2 3D Anlysis

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Transcript of Chapter 2 3D Anlysis