chapter 2 3d anlysis
TRANSCRIPT
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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
COMB3 ADD COMB1 0.75 Combo
EQX1 -1 Static
COMB4 ADD COMB1 0.75 Combo
EQX2 1 Static
COMB5 ADD COMB1 0.75 Combo
EQX2 -1 Static
COMB6 ADD COMB1 0.75 Combo
EQY1 1 Static
COMB7 ADD COMB1 0.75 Combo
EQY1 -1 Static
COMB8 ADD COMB1 0.75 Combo
EQY2 1 Static
COMB9 ADD COMB1 0.75 Combo
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
Story Column Load Loc P V2 V3 T M2 M3
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
Story Column Load Loc P V2 V3 T M2 M3
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
Story Column Load Loc P V2 V3 T M2 M3
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. - . . . - . . - .
Story Column Load Loc P V2 V3 T M2 M3
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. - . . . - . . .
Story Column Load Loc P V2 V3 T M2 M3
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 B59 INVELOP MAX 1.35 2.64 0.172 7.06 A 34
TYPICAL FLOOR B59 INVELOP MIN 0.15 -40.7 -0.134 -17.311 A 34
TYPICAL FLOOR B59 INVELOP MIN 2.55 28.08 -0.134 -17.515 A 34
TYPICAL FLOOR B60 INVELOP MAX 2.5 0.27 0.512 40.31 A 45
TYPICAL FLOOR B60 INVELOP MIN 4.85 63.8 -0.023 -60.072 A 45
TYPICAL FLOOR B60 INVELOP MIN 0.15 -88.77 -0.023 -65.296 A 45
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'
Story Beam Load Loc V2 T M3 AXIS SPAN
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 MAX 2.5 1.31 1.436 61.638 B 34
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 MAX 2.4 1.25 0.301 62.273 B 45
TYPICAL FLOOR B68 INVELOP MIN 0.15 -139.48 -0.23 -93.959 B 45
TYPICAL FLOOR B68 INVELOP MIN 4.65 104.71 -0.23 -96.671 B 45
TYPICAL FLOOR B69 INVELOP MIN 0.15 -3.06 -0.73 -6.686 B 56
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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Story Beam Load Loc V2 T M3 AXIS SPAN
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'
Story Beam Load Loc V2 T M3 AXIS SPAN
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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Story Beam Load Loc V2 T M3 AXIS SPAN
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 B14 INVELOP MIN 4.7 12.44 -0.11 -13.248 2 AB
TYPICAL FLOOR B14 INVELOP MIN 0.2 -19.04 -0.11 -16.778 2 AB
TYPICAL FLOOR B15 INVELOP MAX 1.45 1.75 0.531 2.723 2 BC
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 2.7 5.87 -0.531 -2.397 2 CD
TYPICAL FLOOR B16 INVELOP MIN 0.2 -11.28 -0.531 -5.234 2 CD
TYPICAL FLOOR B17 INVELOP MAX 2.45 1.25 0.109 5.528 2 DE
TYPICAL FLOOR B17 INVELOP MIN 0.2 -17.47 0.058 -13.25 2 DE
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'
Story Beam Load Loc V2 T M3 AXIS SPAN
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 B20 INVELOP MIN 0.2 -28.92 -0.495 -21.663 3 AB
TYPICAL FLOOR B20 INVELOP MIN 4.7 22.3 -0.495 -26.164 3 AB
TYPICAL FLOOR B21 INVELOP MAX 1.55 -5.7 0.962 7.554 3 BC
TYPICAL FLOOR B21 INVELOP MAX 2.9 9.11 0.962 7.371 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 B22 INVELOP MIN 2.7 19.15 -0.961 -16.484 3 CD
TYPICAL FLOOR B23 INVELOP MAX 2.45 0.13 0.496 9.752 3 DE
TYPICAL FLOOR B23 INVELOP MIN 4.7 20.8 0.229 -21.647 3 DE
TYPICAL FLOOR B23 INVELOP MIN 0.2 -30.93 0.229 -26.175 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'
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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
Story Beam Load Loc V2 T M3 Axis span
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
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Story Beam Load Loc V2 T M3 Axis span
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 B22 INVELOP MAX 1.45 10.32 -0.206 1.025 3 CD
TOP TIE BEAM B22 INVELOP MAX 0.2 6.67 -0.206 11.65 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
Story Beam Load Loc V2 T M3 Axis span
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 B58 INVELOP MAX 2.5 2.14 0 5.105 A 23
TOP TIE BEAM B59 INVELOP MIN 0.15 -17.87 0 -7.922 A 34
TOP TIE BEAM B59 INVELOP MIN 2.55 10.41 0 -7.854 A 34
TOP TIE BEAM B59 INVELOP MAX 1.35 3.43 0 5.29 A 34
TOP TIE BEAM B60 INVELOP MIN 0.15 -12.05 0 -11.89 A 45
TOP TIE BEAM B60 INVELOP MIN 4.85 5.38 0 -6.903 A 45
TOP TIE BEAM B60 INVELOP MAX 3.34 3.82 0 4.854 A 45
TOP TIE BEAM B61 INVELOP MIN 4.65 11.09 0 -18.58 A 56
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 0.15 -0.98 0 -10.02 A 66
TOP TIE BEAM B62 INVELOP MIN 0.4 0 0 -9.896 A 66
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Story Beam Load Loc V2 T M3 Axis span
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 MIN 4.65 18.48 0 -9.237 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 MIN 0.15 -22.8 0 -15.98 B 23
TOP TIE BEAM B65 INVELOP MAX 2.7 9.51 0 12.699 B 23
TOP TIE BEAM B66 INVELOP MIN 2.55 12.51 0 -11.97 B 34
TOP TIE BEAM B66 INVELOP MIN 0.15 -22.7 0 -11.91 B 34
TOP TIE BEAM B66 INVELOP MAX 1.35 8.77 0 8.352 B 34
TOP TIE BEAM B67 INVELOP MIN 0.15 -24.1 0 -23.24 B 45
TOP TIE BEAM B67 INVELOP MIN 4.85 19.6 0 -15.28 B 45
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 B68 INVELOP MAX 2.4 2.88 0 9.889 B 56
TOP TIE BEAM B69 INVELOP MIN 0.15 -0.98 0 -11.5 B 66
TOP TIE BEAM B69 INVELOP MIN 0.28 -0.49 0 -11.41 B 66
Story Beam Load Loc V2 T M3 Axis span
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 MIN 0.15 -10.11 0 -9.491 C 23
TOP TIE BEAM B72 INVELOP MIN 4.85 5.19 0 -5.9 C 23
TOP TIE BEAM B72 INVELOP MAX 2.7 1 0 4.027 C 23
TOP TIE BEAM B73 INVELOP MIN 2.55 -1.35 0 -6.205 C 34
TOP TIE BEAM B73 INVELOP MIN 0.15 -8.4 0 -5.941 C 34
TOP TIE BEAM B73 INVELOP MAX 0.15 1.58 0 6.038 C 34
TOP TIE BEAM B74 INVELOP MIN 0.15 -8.37 0 -5.967 C 45
TOP TIE BEAM B74 INVELOP MIN 4.85 -8.37 0 -5.967 C 45
TOP TIE BEAM B74 INVELOP MAX 2.5 1.68 0 3.895 C 45
TOP TIE BEAM B75 INVELOP MIN 4.65 8.14 0 -14.09 C 56
TOP TIE BEAM B75 INVELOP MAX 0.15 -2.54 0 5.016 C 56
TOP TIE BEAM B75 INVELOP MAX 1.2 0.56 0 6.07 C 56
TOP TIE BEAM B76 INVELOP MIN 0.15 -0.98 0 -0.122 C 66
TOP TIE BEAM B76 INVELOP MIN 0.275 -0.49 0 -0.03 C 66
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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 B10 INVELOP MIN 2.7 -0.75 -1.583 -24.701 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
Story Beam Load Loc V2 T M3 Axis On span
GROUN FLOOR B14 INVELOP MAX 2.45 5.64 0.422 10.052 2 AB
GROUN FLOOR B14 INVELOP MIN 0.2 -19.26 -0.399 -20.36 2 AB
GROUN FLOOR B14 INVELOP MIN 4.7 11.47 -0.399 -20.44 2 AB
GROUN FLOOR B15 INVELOP MAX 1.45 9.54 0.387 4.241 2 BC
GROUN FLOOR B15 INVELOP MIN 0.2 -19.84 -0.498 -15.24 2 BC
GROUN FLOOR B15 INVELOP MIN 2.7 -2.81 -0.498 -17.7 2 BC
GROUN FLOOR B16 INVELOP MAX 1.45 11.33 0.498 4.239 2 CD
GROUN FLOOR B16 INVELOP MIN 0.2 -18.07 -0.387 -17.7 2 CD
GROUN FLOOR B16 INVELOP MIN 2.7 -1.03 -0.387 -15.25 2 CD
GROUN FLOOR B17 INVELOP MAX 2.45 3.86 0.398 10.052 2 DE
GROUN FLOOR B17 INVELOP MIN 0.2 -21.63 -0.422 -20.44 2 DE
GROUN FLOOR B17 INVELOP MIN 4.7 9.69 -0.422 -20.36 2 DE
Story Beam Load Loc V2 T M3 Axis On span
GROUN FLOOR B20 INVELOP MAX 2.45 4.61 0.249 15.692 3 AB
GROUN FLOOR B20 INVELOP MIN 0.2 -31.1 -0.517 -23.857 3 AB
GROUN FLOOR B20 INVELOP MIN 4.7 20.98 -0.517 -24.164 3 AB
GROUN FLOOR B21 INVELOP MAX 1.45 7.14 0.05 3.799 3 BC
GROUN FLOOR B21 INVELOP MIN 0.2 -19.9 -0.289 -12.749 3 BC
GROUN FLOOR B21 INVELOP MIN 2.7 6.88 -0.289 -15.334 3 BC
GROUN FLOOR B22 INVELOP MAX 1.45 6.5 0.289 3.799 3 CD
GROUN FLOOR B22 INVELOP MIN 0.2 -20.5 -0.05 -15.334 3 CD
GROUN FLOOR B22 INVELOP MIN 2.7 6.24 -0.05 -12.747 3 CD
GROUN FLOOR B23 INVELOP MAX 2.45 3.11 0.517 15.692 3 DE
GROUN FLOOR B23 INVELOP MIN 0.2 -33.1 -0.249 -24.163 3 DE
GROUN FLOOR B23 INVELOP MIN 4.7 19.48 -0.249 -23.856 3 DE
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Story Beam Load Loc V2 T M3 Axis On span
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 MAX 2.5 5.54 0.431 14.865 A 2_3
GROUN FLOOR B58 INVELOP MIN 0.15 -33.1 -0.595 -31.257 A 2_3
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 B59 INVELOP MIN 0.15 -53.2 -0.317 -26.02 A 3_4
GROUN FLOOR B59 INVELOP MIN 2.55 29.69 -0.317 -26.056 A 3_4
GROUN FLOOR B60 INVELOP MAX 2.5 4.77 0.592 14.902 A 4_5
GROUN FLOOR B60 INVELOP MIN 0.15 -34.1 -0.43 -30.024 A 4_5
GROUN FLOOR B60 INVELOP MIN 4.85 19.62 -0.43 -30.968 A 4_5
GROUN FLOOR B61 INVELOP MAX 2.4 7.85 0.594 14.809 A 5_6
GROUN FLOOR B61 INVELOP MIN 0.15 -32 -1.296 -32.766 A 5_6
GROUN FLOOR B61 INVELOP MIN 4.65 16.41 -1.296 -34.172 A 5_6
Story Beam Load Loc V2 T M3 Axis On span
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 MAX 2.5 4.37 0.352 4.586 B 2_3
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 MAX 1.35 7.23 0.13 0.631 B 3_4
GROUN FLOOR B66 INVELOP MIN 0.15 -10.72 -0.126 -10.29 B 3_4
GROUN FLOOR B66 INVELOP MIN 2.55 -3.7 -0.126 -10.31 B 3_4
GROUN FLOOR B67 INVELOP MAX 2.5 3.85 -0.078 4.572 B 4_5
GROUN FLOOR B67 INVELOP MIN 0.15 -11.25 -0.35 -13.8 B 4_5
GROUN FLOOR B67 INVELOP MIN 4.85 2.49 -0.35 -15.28 B 4_5
GROUN FLOOR B68 INVELOP MAX 2.4 6.49 1.091 3.94 B 5_6
GROUN FLOOR B68 INVELOP MIN 0.15 -12.01 -0.864 -16.71 B 5_6
GROUN FLOOR B68 INVELOP MIN 4.65 1.16 -0.864 -18.99 B 5_6
Story Beam Load Loc V2 T M3 Axis On span
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 MAX 2.5 4.76 0.891 15.132 C 2_3
GROUN FLOOR B72 INVELOP MIN 0.15 -32.9 -0.891 -28.536 C 2_3
GROUN FLOOR B72 INVELOP MIN 4.85 21.38 -0.891 -27.959 C 2_3
GROUN FLOOR B73 INVELOP MAX 1.35 8.51 0.108 0.253 C 3_4
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
GROUN FLOOR B74 INVELOP MIN 0.15 -34.2 -0.889 -28.006 C 4_5
GROUN FLOOR B74 INVELOP MIN 4.85 20.38 -0.889 -28.44 C 4_5
GROUN FLOOR B75 INVELOP MAX 2.4 6.58 0.299 14.698 C 5_6
GROUN FLOOR B75 INVELOP MIN 0.15 -32.2 -0.299 -30.933 C 5_6
GROUN FLOOR B75 INVELOP MIN 4.65 17.39 -0.299 -31.092 C 5_6