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License #2B250
SAP2000 Analysis Report
Prepared by
iitg
Model Name: 3D_model_LL_end.sdb
6 April 2016
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3D_model_LL_end.sdb SAP2000 v15.0.0 - License #2B250Contents 06 April 2016
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Contents1. Model geometry ......................................................................................................................................................... 4
1.1. Joint coordinates ............................................................................................................................................ 61.2. Joint restraints .............................................................................................................................................. 10
1.3. Element connectivity .................................................................................................................................... 102. Material properties ................................................................................................................................................... 283. Section properties.................................................................................................................................................... 29
3.1. Frames ......................................................................................................................................................... 293.2. Areas ............................................................................................................................................................ 303.3. Solids ............................................................................................................................................................ 30
4. Load patterns ........................................................................................................................................................... 304.1. Definitions ..................................................................................................................................................... 30
5. Load cases .............................................................................................................................................................. 315.1. Definitions ..................................................................................................................................................... 315.2. Static case load assignments ....................................................................................................................... 315.3. Response spectrum case load assignments ................................................................................................ 31
6. Load combinations .................................................................................................................................................. 32
7. Structure results ...................................................................................................................................................... 337.1. Mass summary ............................................................................................................................................. 357.2. Base reactions .............................................................................................................................................. 39
8. Joint results ............................................................................................................................................................. 399. Frame results ........................................................................................................................................................... 4310. Area results ......................................................................................................................................................... 13511. Material take-off ................................................................................................................................................... 21912. Design preferences ............................................................................................................................................. 219
12.1. Steel design .............................................................................................................................................. 21912.2. Concrete design ....................................................................................................................................... 22012.3. Aluminum design ...................................................................................................................................... 22012.4. Cold formed design .................................................................................................................................. 220
List of FiguresFigure 1: Finite element model ...................................................................................................................................... 5Figure 2: Deformed shape ........................................................................................................................................... 34
List of TablesTable 1: Joint Coordinates ............................................................................................................................................ 6Table 2: Joint Restraint Assignments .......................................................................................................................... 10Table 3: Connectivity - Frame ..................................................................................................................................... 10Table 4: Frame Section Assignments ......................................................................................................................... 15Table 5: Connectivity - Area ........................................................................................................................................ 21Table 6: Area Section Assignments ............................................................................................................................ 24Table 7: Material Properties 02 - Basic Mechanical Properties .................................................................................. 28Table 8: Material Properties 03a - Steel Data ............................................................................................................. 28Table 9: Material Properties 03b - Concrete Data ....................................................................................................... 28Table 10: Material Properties 03e - Rebar Data ......................................................................................................... 28Table 11: Frame Section Properties 01 - General, Part 1 of 4 .................................................................................... 29Table 11: Frame Section Properties 01 - General, Part 2 of 4 .................................................................................... 29Table 11: Frame Section Properties 01 - General, Part 3 of 4 .................................................................................... 29Table 11: Frame Section Properties 01 - General, Part 4 of 4 .................................................................................... 29Table 12: Area Section Properties, Part 1 of 3 ............................................................................................................ 30Table 12: Area Section Properties, Part 2 of 3 ............................................................................................................ 30Table 12: Area Section Properties, Part 3 of 3 ............................................................................................................ 30Table 13: Solid Property Definitions ............................................................................................................................ 30
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3D_model_LL_end.sdb SAP2000 v15.0.0 - License #2B250List of Tables 06 April 2016
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Table 14: Load Pattern Definitions .............................................................................................................................. 31Table 15: Load Case Definitions ................................................................................................................................. 31Table 16: Case - Static 1 - Load Assignments ............................................................................................................ 31Table 17: Function - Response Spectrum - User ........................................................................................................ 31Table 18: Combination Definitions .............................................................................................................................. 32Table 19: Assembled Joint Masses ............................................................................................................................. 35
Table 20: Base Reactions ........................................................................................................................................... 39Table 21: Joint Displacements .................................................................................................................................... 39Table 22: Joint Reactions ............................................................................................................................................ 43Table 23: Element Forces - Frames, Part 1 of 4 ......................................................................................................... 44Table 23: Element Forces - Frames, Part 2 of 4 ......................................................................................................... 66Table 23: Element Forces - Frames, Part 3 of 4 ......................................................................................................... 89Table 23: Element Forces - Frames, Part 4 of 4 ....................................................................................................... 112Table 24: Element Forces - Area Shells, Part 1 of 3 ................................................................................................. 135Table 24: Element Forces - Area Shells, Part 2 of 3 ................................................................................................. 149Table 24: Element Forces - Area Shells, Part 3 of 3 ................................................................................................. 163Table 25: Element Stresses - Area Shells, Part 1 of 3 .............................................................................................. 177Table 25: Element Stresses - Area Shells, Part 2 of 3 .............................................................................................. 191Table 25: Element Stresses - Area Shells, Part 3 of 3 .............................................................................................. 205
Table 26: Material List 2 - By Section Property ......................................................................................................... 219Table 27: Preferences - Steel Design - Indian IS:800-1998, Part 1 of 2 ................................................................... 219Table 27: Preferences - Steel Design - Indian IS:800-1998, Part 2 of 2 ................................................................... 219Table 28: Preferences - Concrete Design - Indian IS 456-2000 ............................................................................... 220Table 29: Preferences - Aluminum Design - AA-ASD 2000 ...................................................................................... 220Table 30: Preferences - Cold Formed Design - AISI-ASD96 .................................................................................... 220
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1. Model geometryThis section provides model geometry information, including items such as joint coordinates, joint restraints, andelement connectivity.
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Figure 1: Finite element model
1.1. Jo int coord inates
Table 1: Joint CoordinatesTable 1: Joint Coordinates
Joint CoordSys CoordType GlobalX GlobalY GlobalZ
m m m
1 GLOBAL Cartesian -25.19300 122.74200 0.00000
2 GLOBAL Cartesian -25.57400 124.65000 0.00000
3 GLOBAL Cartesian 24.46800 119.21500 0.00000
4 GLOBAL Cartesian 23.28000 119.45300 0.00000
5 GLOBAL Cartesian 22.07700 119.68000 0.00000
6 GLOBAL Cartesian 20.87600 119.89600 0.00000
7 GLOBAL Cartesian 25.19300 122.74200 0.00000
8 GLOBAL Cartesian 23.97000 122.99000 0.00000
9 GLOBAL Cartesian -23.97000 122.99000 0.00000
10 GLOBAL Cartesian -22.73000 123.22000 0.0000011 GLOBAL Cartesian -21.49300 123.44300 0.00000
12 GLOBAL Cartesian -24.46800 119.21500 0.00000
13 GLOBAL Cartesian -23.28000 119.45300 0.00000
14 GLOBAL Cartesian -22.07700 119.68000 0.00000
15 GLOBAL Cartesian -20.87600 119.89600 0.00000
16 GLOBAL Cartesian 22.73000 123.22000 0.00000
17 GLOBAL Cartesian 21.49300 123.44300 0.00000
18 GLOBAL Cartesian -19.71754 123.73901 0.00000
19 GLOBAL Cartesian -17.93800 124.00948 0.00000
20 GLOBAL Cartesian -16.15477 124.25436 0.00000
21 GLOBAL Cartesian -14.36820 124.47360 0.00000
22 GLOBAL Cartesian -12.57867 124.66716 0.00000
23 GLOBAL Cartesian -10.78654 124.83499 0.00000
24 GLOBAL Cartesian -8.99219 124.97705 0.00000
25 GLOBAL Cartesian -7.19598 125.09333 0.00000
26 GLOBAL Cartesian -5.39828 125.18379 0.00000
27 GLOBAL Cartesian -3.59947 125.24842 0.00000
28 GLOBAL Cartesian -1.79992 125.28721 0.00000
29 GLOBAL Cartesian 2.963E-14 125.30013 0.00000
30 GLOBAL Cartesian 1.79992 125.28721 0.00000
31 GLOBAL Cartesian 3.59947 125.24842 0.00000
32 GLOBAL Cartesian 5.39828 125.18379 0.00000
33 GLOBAL Cartesian 7.19598 125.09333 0.00000
34 GLOBAL Cartesian 8.99219 124.97705 0.00000
35 GLOBAL Cartesian 10.78654 124.83499 0.00000
36 GLOBAL Cartesian 12.57867 124.66716 0.00000
37 GLOBAL Cartesian 14.36820 124.47360 0.00000
38 GLOBAL Cartesian 16.15477 124.25436 0.00000
39 GLOBAL Cartesian 17.93800 124.00948 0.00000
40 GLOBAL Cartesian 19.71754 123.73901 0.00000
41 GLOBAL Cartesian -19.15151 120.18352 0.00000
42 GLOBAL Cartesian -17.42306 120.44623 0.00000
43 GLOBAL Cartesian -15.69102 120.68409 0.00000
44 GLOBAL Cartesian -13.95574 120.89704 0.00000
45 GLOBAL Cartesian -12.21758 121.08505 0.00000
46 GLOBAL Cartesian -10.47689 121.24806 0.00000
47 GLOBAL Cartesian -8.73405 121.38605 0.00000
48 GLOBAL Cartesian -6.98940 121.49900 0.00000
49 GLOBAL Cartesian -5.24332 121.58686 0.00000
50 GLOBAL Cartesian -3.49615 121.64964 0.0000051 GLOBAL Cartesian -1.74825 121.68731 0.00000
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Table 1: Joint Coordinates
Joint CoordSys CoordType GlobalX GlobalY GlobalZ
m m m
52 GLOBAL Cartesian 3.841E-15 121.69987 0.00000
53 GLOBAL Cartesian 1.74825 121.68731 0.00000
54 GLOBAL Cartesian 3.49615 121.64964 0.00000
55 GLOBAL Cartesian 5.24332 121.58686 0.0000056 GLOBAL Cartesian 6.98940 121.49900 0.00000
57 GLOBAL Cartesian 8.73405 121.38605 0.00000
58 GLOBAL Cartesian 10.47689 121.24806 0.00000
59 GLOBAL Cartesian 12.21758 121.08505 0.00000
60 GLOBAL Cartesian 13.95574 120.89704 0.00000
61 GLOBAL Cartesian 15.69102 120.68409 0.00000
62 GLOBAL Cartesian 17.42306 120.44623 0.00000
63 GLOBAL Cartesian 19.15151 120.18352 0.00000
64 GLOBAL Cartesian -24.34000 124.90000 0.00000
65 GLOBAL Cartesian -24.11000 123.72000 0.00000
66 GLOBAL Cartesian -23.08000 125.14000 0.00000
67 GLOBAL Cartesian -21.83000 125.36000 0.00000
68 GLOBAL Cartesian -24.11000 123.72000 -2.43500
69 GLOBAL Cartesian -23.97000 122.99000 -2.43500
70 GLOBAL Cartesian -23.28000 119.45300 -2.43500
71 GLOBAL Cartesian -23.42000 120.19000 0.00000
72 GLOBAL Cartesian 23.28000 119.45300 -2.43500
73 GLOBAL Cartesian 23.97000 122.99000 -2.43500
74 GLOBAL Cartesian 23.82000 122.25000 0.00000
75 GLOBAL Cartesian 24.11000 123.72000 0.00000
76 GLOBAL Cartesian 24.11000 123.72000 -2.43500
77 GLOBAL Cartesian -25.14900 122.57000 0.00000
79 GLOBAL Cartesian 25.57400 124.65000 0.00000
80 GLOBAL Cartesian 24.34000 124.90000 0.00000
81 GLOBAL Cartesian 23.08800 125.14000 0.00000
82 GLOBAL Cartesian 21.83000 125.36000 0.00000
83 GLOBAL Cartesian -24.07600 117.30000 0.00000
84 GLOBAL Cartesian -22.90400 117.54000 0.00000
85 GLOBAL Cartesian -21.72400 117.76300 0.00000
86 GLOBAL Cartesian -20.54000 117.98000 0.00000
87 GLOBAL Cartesian 24.07400 117.30000 0.00000
88 GLOBAL Cartesian 22.90400 117.54000 0.00000
89 GLOBAL Cartesian 21.72400 117.76300 0.00000
90 GLOBAL Cartesian 20.54000 117.98000 0.00000
91 GLOBAL Cartesian -20.02670 125.66068 0.00000
92 GLOBAL Cartesian -18.21927 125.93543 0.00000
93 GLOBAL Cartesian -16.40808 126.18418 0.00000
94 GLOBAL Cartesian -14.59350 126.40689 0.00000
95 GLOBAL Cartesian -12.77591 126.60350 0.00000
96 GLOBAL Cartesian -10.95568 126.77398 0.0000097 GLOBAL Cartesian -9.13319 126.91829 0.00000
98 GLOBAL Cartesian -7.30882 127.03640 0.00000
99 GLOBAL Cartesian -5.48293 127.12830 0.00000
100 GLOBAL Cartesian -3.65592 127.19395 0.00000
101 GLOBAL Cartesian -1.82815 127.23334 0.00000
102 GLOBAL Cartesian -1.451E-14 127.24647 0.00000
103 GLOBAL Cartesian 1.82815 127.23334 0.00000
104 GLOBAL Cartesian 3.65592 127.19395 0.00000
105 GLOBAL Cartesian 5.48293 127.12830 0.00000
106 GLOBAL Cartesian 7.30882 127.03640 0.00000
107 GLOBAL Cartesian 9.13319 126.91829 0.00000
108 GLOBAL Cartesian 10.95568 126.77398 0.00000
109 GLOBAL Cartesian 12.77591 126.60350 0.00000110 GLOBAL Cartesian 14.59350 126.40689 0.00000
111 GLOBAL Cartesian 16.40808 126.18418 0.00000
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Table 1: Joint Coordinates
Joint CoordSys CoordType GlobalX GlobalY GlobalZ
m m m
112 GLOBAL Cartesian 18.21927 125.93543 0.00000
113 GLOBAL Cartesian 20.02670 125.66068 0.00000
114 GLOBAL Cartesian -18.84326 118.26287 0.00000
115 GLOBAL Cartesian -17.14263 118.52134 0.00000116 GLOBAL Cartesian -15.43846 118.75535 0.00000
117 GLOBAL Cartesian -13.73111 118.96486 0.00000
118 GLOBAL Cartesian -12.02093 119.14982 0.00000
119 GLOBAL Cartesian -10.30826 119.31020 0.00000
120 GLOBAL Cartesian -8.59347 119.44596 0.00000
121 GLOBAL Cartesian -6.87691 119.55708 0.00000
122 GLOBAL Cartesian -5.15892 119.64353 0.00000
123 GLOBAL Cartesian -3.43987 119.70529 0.00000
124 GLOBAL Cartesian -1.72011 119.74235 0.00000
125 GLOBAL Cartesian -3.782E-16 119.75470 0.00000
126 GLOBAL Cartesian 1.72011 119.74235 0.00000
127 GLOBAL Cartesian 3.43987 119.70529 0.00000
128 GLOBAL Cartesian 5.15892 119.64353 0.00000
129 GLOBAL Cartesian 6.87691 119.55708 0.00000
130 GLOBAL Cartesian 8.59347 119.44596 0.00000
131 GLOBAL Cartesian 10.30826 119.31020 0.00000
132 GLOBAL Cartesian 12.02093 119.14982 0.00000
133 GLOBAL Cartesian 13.73111 118.96486 0.00000
134 GLOBAL Cartesian 15.43846 118.75535 0.00000
135 GLOBAL Cartesian 17.14263 118.52134 0.00000
136 GLOBAL Cartesian 18.84326 118.26287 0.00000
137 GLOBAL Cartesian -21.11400 123.16000 0.00000
138 GLOBAL Cartesian -19.59400 123.39000 0.00000
139 GLOBAL Cartesian -17.46400 123.70600 0.00000
140 GLOBAL Cartesian -16.09400 123.91000 0.00000
141 GLOBAL Cartesian -13.04400 124.36550 0.00000
142 GLOBAL Cartesian -11.67400 124.57000 0.00000
144 GLOBAL Cartesian -20.71400 121.23000 0.00000
145 GLOBAL Cartesian -19.19400 121.46000 0.00000
146 GLOBAL Cartesian -17.06400 121.77600 0.00000
147 GLOBAL Cartesian -15.69400 121.98000 0.00000
148 GLOBAL Cartesian -12.64400 122.43550 0.00000
149 GLOBAL Cartesian -11.27400 122.64000 0.00000
150 GLOBAL Cartesian -24.72400 120.64000 0.00000
159 GLOBAL Cartesian -3.57888 124.49523 -2.43511
160 GLOBAL Cartesian -1.78963 124.53379 -2.43587
162 GLOBAL Cartesian 1.78963 124.53379 -2.43587
163 GLOBAL Cartesian 3.57888 124.49523 -2.43511
182 GLOBAL Cartesian -3.51690 122.40331 -2.43508
183 GLOBAL Cartesian -1.75863 122.44119 -2.43583184 GLOBAL Cartesian 4.651E-15 122.45382 -2.43608
185 GLOBAL Cartesian 1.75863 122.44119 -2.43583
186 GLOBAL Cartesian 3.51690 122.40331 -2.43508
249 GLOBAL Cartesian -25.04000 122.00000 -2.43511
250 GLOBAL Cartesian -23.82000 122.25000 -2.43511
251 GLOBAL Cartesian -23.42000 120.19000 -2.43511
252 GLOBAL Cartesian -24.61900 119.95000 -2.43511
253 GLOBAL Cartesian -22.59000 122.48000 -2.43511
254 GLOBAL Cartesian -22.21000 120.42000 -2.43511
255 GLOBAL Cartesian -21.37000 122.70000 -2.43511
256 GLOBAL Cartesian -21.00000 120.64000 -2.43511
257 GLOBAL Cartesian 21.37000 122.70000 -2.43511
258 GLOBAL Cartesian 22.59000 122.48000 -2.43511259 GLOBAL Cartesian 22.14000 120.42000 -2.43511
260 GLOBAL Cartesian 21.00000 120.64000 -2.43511
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Table 1: Joint Coordinates
Joint CoordSys CoordType GlobalX GlobalY GlobalZ
m m m
261 GLOBAL Cartesian 23.82000 122.25000 -2.43511
262 GLOBAL Cartesian 23.42000 120.19000 -2.43511
263 GLOBAL Cartesian 25.04000 122.00000 -2.43511
264 GLOBAL Cartesian 24.61900 119.95000 -2.43511265 GLOBAL Cartesian -19.60471 122.99434 -2.43511
266 GLOBAL Cartesian -19.26526 120.92910 -2.43511
267 GLOBAL Cartesian -17.83536 123.26328 -2.43511
268 GLOBAL Cartesian -17.52654 121.19327 -2.43511
269 GLOBAL Cartesian -16.06234 123.50678 -2.43511
270 GLOBAL Cartesian -15.78420 121.43244 -2.43511
271 GLOBAL Cartesian -14.28600 123.72479 -2.43511
272 GLOBAL Cartesian -14.03861 121.64657 -2.43511
273 GLOBAL Cartesian -12.50671 123.91725 -2.43511
274 GLOBAL Cartesian -12.29013 121.83561 -2.43511
275 GLOBAL Cartesian -10.72483 124.08413 -2.43511
276 GLOBAL Cartesian -10.53911 121.99952 -2.43511
277 GLOBAL Cartesian -8.94075 124.22539 -2.43511
278 GLOBAL Cartesian -8.78591 122.13827 -2.43511
279 GLOBAL Cartesian -7.15481 124.34101 -2.43511
280 GLOBAL Cartesian -7.03091 122.25184 -2.43511
281 GLOBAL Cartesian -5.36740 124.43097 -2.43511
282 GLOBAL Cartesian -5.27445 122.34019 -2.43511
283 GLOBAL Cartesian -4.842E-15 124.54665 -2.43511
284 GLOBAL Cartesian 5.36740 124.43097 -2.43511
285 GLOBAL Cartesian 5.27445 122.34019 -2.43511
286 GLOBAL Cartesian 7.15481 124.34101 -2.43511
287 GLOBAL Cartesian 7.03091 122.25184 -2.43511
288 GLOBAL Cartesian 8.94075 124.22539 -2.43511
289 GLOBAL Cartesian 8.78591 122.13827 -2.43511
290 GLOBAL Cartesian 10.72483 124.08413 -2.43511
291 GLOBAL Cartesian 10.53911 121.99952 -2.43511
292 GLOBAL Cartesian 12.50671 123.91725 -2.43511
293 GLOBAL Cartesian 12.29013 121.83561 -2.43511
294 GLOBAL Cartesian 14.28600 123.72479 -2.43511
295 GLOBAL Cartesian 14.03861 121.64657 -2.43511
296 GLOBAL Cartesian 16.06234 123.50678 -2.43511
297 GLOBAL Cartesian 15.78420 121.43244 -2.43511
298 GLOBAL Cartesian 17.83536 123.26328 -2.43511
299 GLOBAL Cartesian 17.52654 121.19327 -2.43511
300 GLOBAL Cartesian 19.60471 122.99434 -2.43511
301 GLOBAL Cartesian 19.26526 120.92910 -2.43511
304 GLOBAL Cartesian -23.62500 121.22150 0.00000
305 GLOBAL Cartesian -22.40350 121.45000 0.00000
306 GLOBAL Cartesian -21.18450 121.66950 0.00000307 GLOBAL Cartesian -19.43452 121.96126 0.00000
308 GLOBAL Cartesian -17.68053 122.22786 0.00000
309 GLOBAL Cartesian -15.92289 122.46923 0.00000
310 GLOBAL Cartesian -14.16197 122.68532 0.00000
311 GLOBAL Cartesian -12.39812 122.87610 0.00000
312 GLOBAL Cartesian -10.63172 123.04152 0.00000
313 GLOBAL Cartesian -8.86312 123.18155 0.00000
314 GLOBAL Cartesian -7.09269 123.29616 0.00000
315 GLOBAL Cartesian -5.32080 123.38533 0.00000
316 GLOBAL Cartesian -3.54781 123.44903 0.00000
317 GLOBAL Cartesian -1.77409 123.48726 0.00000
318 GLOBAL Cartesian 1.674E-14 123.50000 0.00000
319 GLOBAL Cartesian 1.77409 123.48726 0.00000320 GLOBAL Cartesian 3.54781 123.44903 0.00000
321 GLOBAL Cartesian 5.32080 123.38533 0.00000
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Table 1: Joint Coordinates
Joint CoordSys CoordType GlobalX GlobalY GlobalZ
m m m
322 GLOBAL Cartesian 7.09269 123.29616 0.00000
323 GLOBAL Cartesian 8.86312 123.18155 0.00000
324 GLOBAL Cartesian 10.63172 123.04152 0.00000
325 GLOBAL Cartesian 12.39812 122.87610 0.00000326 GLOBAL Cartesian 14.16197 122.68532 0.00000
327 GLOBAL Cartesian 15.92289 122.46923 0.00000
328 GLOBAL Cartesian 17.68053 122.22786 0.00000
329 GLOBAL Cartesian 19.43452 121.96126 0.00000
330 GLOBAL Cartesian 21.18450 121.66950 0.00000
331 GLOBAL Cartesian 22.40350 121.45000 0.00000
332 GLOBAL Cartesian 23.62500 121.22150 0.00000
1.2. Jo int restraints
Table 2: Joint Restraint Assignments
Table 2: Joint Restraint Assignments
Joint U1 U2 U3 R1 R2 R3
68 Yes No Yes No No No
70 Yes Yes Yes No No No
72 No Yes Yes No No No
76 No No Yes No No No
1.3. Element co nnectivi ty
Table 3: Connectivity - Frame
Table 3: Connectivity - Frame
Frame JointI JointJ Length
m
3 265 307 2.65066
4 307 266 2.65024
5 267 308 2.65063
6 308 268 2.65026
7 269 309 2.65061
8 309 270 2.650279 271 310 2.65059
10 310 272 2.65029
11 273 311 2.65058
12 311 274 2.65030
13 275 312 2.65056
14 312 276 2.65031
15 277 313 2.65055
16 313 278 2.65032
17 279 314 2.65054
18 314 280 2.65032
19 281 315 2.65053
20 315 282 2.65033
21 159 316 2.65052
22 316 182 2.65030
23 160 317 2.65121
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Table 3: Connectivity - Frame
Frame JointI JointJ Length
m
24 317 183 2.65100
25 283 318 2.65052
26 318 184 2.65123
27 162 319 2.6512128 319 185 2.65100
29 163 320 2.65052
30 320 186 2.65030
31 284 321 2.65053
32 321 285 2.65033
33 286 322 2.65054
34 322 287 2.65032
35 288 323 2.65055
36 323 289 2.65032
37 290 324 2.65056
38 324 291 2.65031
39 292 325 2.65058
40 325 293 2.65030
41 294 326 2.65059
42 326 295 2.65029
46 301 329 2.65024
47 329 300 2.65066
48 299 328 2.65026
50 297 327 2.65027
51 327 296 2.65061
52 1 9 1.24789
53 9 10 1.26115
54 10 11 1.25694
55 11 18 1.79997
56 18 19 1.79997
57 328 298 2.65063
58 19 20 1.79997
59 20 21 1.79997
60 21 22 1.79997
61 22 23 1.79997
62 23 24 1.79997
63 24 25 1.79997
64 25 26 1.79997
65 26 27 1.79997
66 27 28 1.79997
67 28 29 1.79997
68 29 30 1.79997
69 30 31 1.79997
70 31 32 1.79997
71 32 33 1.7999772 33 34 1.79997
73 34 35 1.79997
74 35 36 1.79997
75 36 37 1.79997
76 37 38 1.79997
77 38 39 1.79997
78 39 40 1.79997
79 40 17 1.79997
80 17 16 1.25694
81 16 8 1.26115
82 8 7 1.24789
83 12 13 1.21161
84 13 14 1.2242385 14 15 1.22027
86 15 41 1.74830
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Table 3: Connectivity - Frame
Frame JointI JointJ Length
m
87 41 42 1.74830
88 42 43 1.74830
89 43 44 1.74830
90 44 45 1.7483091 45 46 1.74830
92 46 47 1.74830
93 47 48 1.74830
94 48 49 1.74830
95 49 50 1.74830
96 50 51 1.74830
97 51 52 1.74830
98 52 53 1.74830
99 53 54 1.74830
100 54 55 1.74830
101 55 56 1.74830
102 56 57 1.74830
103 57 58 1.74830
104 58 59 1.74830
105 59 60 1.74830
106 60 61 1.74830
107 61 62 1.74830
108 62 63 1.74830
109 63 6 1.74830
110 6 5 1.22027
111 5 4 1.22423
112 4 3 1.21161
114 9 304 1.80184
116 65 9 0.74330
124 65 68 2.43500
126 13 251 2.54805
127 14 254 2.54854
128 15 256 2.54925
129 306 256 2.65023
130 250 69 0.75505
131 69 68 0.74330
133 9 250 2.54949
134 9 69 2.43500
135 13 70 2.43500
136 251 70 0.75018
137 10 253 2.54892
138 11 255 2.54891
139 306 255 2.65068
140 304 71 1.05167
141 71 13 0.75018142 71 251 2.43511
143 8 261 2.54949
144 4 262 2.54805
145 16 258 2.54892
146 5 259 2.54585
147 17 257 2.54891
148 6 260 2.54925
149 260 330 2.65023
150 330 257 2.65068
151 332 74 1.04682
152 74 8 0.75505
153 72 262 0.75018
154 261 73 0.75505155 4 72 2.43500
156 8 73 2.43500
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Table 3: Connectivity - Frame
Frame JointI JointJ Length
m
157 74 261 2.43511
158 75 8 0.74330
160 73 76 0.74330
161 75 76 2.43500193 10 305 1.79986
194 305 14 1.79986
195 11 306 1.80013
196 306 15 1.80013
197 18 307 1.80013
198 307 41 1.80013
199 19 308 1.80013
200 308 42 1.80013
201 20 309 1.80013
202 309 43 1.80013
203 21 310 1.80013
204 310 44 1.80013
205 22 311 1.80013
206 311 45 1.80013
207 23 312 1.80013
208 312 46 1.80013
209 24 313 1.80013
210 313 47 1.80013
211 25 314 1.80013
212 314 48 1.80013
213 26 315 1.80013
214 315 49 1.80013
215 27 316 1.80013
216 316 50 1.80013
217 28 317 1.80013
218 317 51 1.80013
219 29 318 1.80013
220 318 52 1.80013
221 30 319 1.80013
222 319 53 1.80013
223 31 320 1.80013
224 320 54 1.80013
225 32 321 1.80013
226 321 55 1.80013
227 33 322 1.80013
228 322 56 1.80013
229 34 323 1.80013
230 323 57 1.80013
231 35 324 1.80013
232 324 58 1.80013233 36 325 1.80013
234 325 59 1.80013
235 37 326 1.80013
236 326 60 1.80013
237 38 327 1.80013
238 327 61 1.80013
239 39 328 1.80013
240 328 62 1.80013
241 40 329 1.80013
242 329 63 1.80013
243 17 330 1.80013
244 330 6 1.80013
245 16 331 1.79986246 331 5 1.79986
248 332 4 1.80184
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Table 3: Connectivity - Frame
Frame JointI JointJ Length
m
251 9 305 2.19671
253 10 306 2.18921
254 306 14 2.18052
255 11 307 2.53631256 307 15 2.51857
257 18 308 2.53633
258 308 41 2.51855
259 19 309 2.53635
260 309 42 2.51853
261 20 310 2.53636
262 310 43 2.51852
263 21 311 2.53638
264 311 44 2.51850
265 22 312 2.53640
266 312 45 2.51848
267 23 313 2.53641
268 313 46 2.51846
269 24 314 2.53643
270 314 47 2.51845
271 25 315 2.53645
272 315 48 2.51843
273 26 316 2.53646
274 316 49 2.51841
275 27 317 2.53648
276 317 50 2.51840
277 28 318 2.53650
278 318 51 2.51838
279 30 318 2.53650
280 318 53 2.51838
281 31 319 2.53648
282 319 54 2.51840
283 32 320 2.53646
284 320 55 2.51841
285 33 321 2.53645
286 321 56 2.51843
287 34 322 2.53643
288 322 57 2.51845
289 35 323 2.53641
290 323 58 2.51846
291 36 324 2.53640
292 324 59 2.51848
293 37 325 2.53638
295 325 60 2.51850
296 38 326 2.53636297 326 61 2.51852
298 39 327 2.53635
299 327 62 2.51853
300 40 328 2.53633
301 328 63 2.51855
302 17 329 2.53631
303 329 6 2.51857
304 16 330 2.18921
305 330 5 2.18052
306 8 331 2.19671
307 331 4 2.18089
316 18 265 2.54893
317 41 266 2.54924318 19 267 2.54895
319 42 268 2.54923
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Table 3: Connectivity - Frame
Frame JointI JointJ Length
m
320 20 269 2.54896
321 43 270 2.54921
322 44 272 2.54920
323 21 271 2.54897324 45 274 2.54919
325 22 273 2.54899
326 23 275 2.54900
327 46 276 2.54918
328 47 278 2.54918
329 24 277 2.54900
330 48 280 2.54917
331 25 279 2.54901
332 49 282 2.54917
333 26 281 2.54902
334 50 182 2.54913
335 27 159 2.54902
336 51 183 2.54985
337 28 160 2.54974
338 52 184 2.55009
339 29 283 2.54902
340 53 185 2.54985
341 30 162 2.54974
342 31 163 2.54902
343 54 186 2.54913
344 55 285 2.54917
345 32 284 2.54902
346 33 286 2.54901
347 56 287 2.54917
348 34 288 2.54900
349 57 289 2.54918
358 63 301 2.54924
359 40 300 2.54893
360 62 299 2.54923
361 39 298 2.54895
362 61 297 2.54921
363 38 296 2.54896
364 60 295 2.54920
365 37 294 2.54897
366 59 293 2.54919
367 36 292 2.54899
368 58 291 2.54918
369 35 290 2.54900
370 13 305 2.18089
Table 4: Frame Section Assignments
Table 4: Frame Section Assignments
Frame AnalSect DesignSect MatProp
3 inclined_vert N.A. Default
4 inclined_vert N.A. Default
5 inclined_vert N.A. Default
6 inclined_vert N.A. Default
7 inclined_vert N.A. Default
8 inclined_vert N.A. Default
9 inclined_vert N.A. Default
10 inclined_vert N.A. Default
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Table 4: Frame Section Assignments
Frame AnalSect DesignSect MatProp
11 inclined_vert N.A. Default
12 inclined_vert N.A. Default
13 inclined_vert N.A. Default
14 inclined_vert N.A. Default15 inclined_vert N.A. Default
16 inclined_vert N.A. Default
17 inclined_vert N.A. Default
18 inclined_vert N.A. Default
19 inclined_vert N.A. Default
20 inclined_vert N.A. Default
21 inclined_vert N.A. Default
22 inclined_vert N.A. Default
23 inclined_vert N.A. Default
24 inclined_vert N.A. Default
25 inclined_vert N.A. Default
26 inclined_vert N.A. Default
27 inclined_vert N.A. Default
28 inclined_vert N.A. Default
29 inclined_vert N.A. Default
30 inclined_vert N.A. Default
31 inclined_vert N.A. Default
32 inclined_vert N.A. Default
33 inclined_vert N.A. Default
34 inclined_vert N.A. Default
35 inclined_vert N.A. Default
36 inclined_vert N.A. Default
37 inclined_vert N.A. Default
38 inclined_vert N.A. Default
39 inclined_vert N.A. Default
40 inclined_vert N.A. Default
41 inclined_vert N.A. Default
42 inclined_vert N.A. Default
46 inclined_vert N.A. Default
47 inclined_vert N.A. Default
48 inclined_vert N.A. Default
50 inclined_vert N.A. Default
51 inclined_vert N.A. Default
52 top_plate N.A. Default
53 top_plate N.A. Default
54 top_plate N.A. Default
55 top_plate N.A. Default
56 top_plate N.A. Default
57 inclined_vert N.A. Default
58 top_plate N.A. Default59 top_plate N.A. Default
60 top_plate N.A. Default
61 top_plate N.A. Default
62 top_plate N.A. Default
63 top_plate N.A. Default
64 top_plate N.A. Default
65 top_plate N.A. Default
66 top_plate N.A. Default
67 top_plate N.A. Default
68 top_plate N.A. Default
69 top_plate N.A. Default
70 top_plate N.A. Default
71 top_plate N.A. Default72 top_plate N.A. Default
73 top_plate N.A. Default
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Table 4: Frame Section Assignments
Frame AnalSect DesignSect MatProp
74 top_plate N.A. Default
75 top_plate N.A. Default
76 top_plate N.A. Default
77 top_plate N.A. Default78 top_plate N.A. Default
79 top_plate N.A. Default
80 top_plate N.A. Default
81 top_plate N.A. Default
82 top_plate N.A. Default
83 top_plate N.A. Default
84 top_plate N.A. Default
85 top_plate N.A. Default
86 top_plate N.A. Default
87 top_plate N.A. Default
88 top_plate N.A. Default
89 top_plate N.A. Default
90 top_plate N.A. Default
91 top_plate N.A. Default
92 top_plate N.A. Default
93 top_plate N.A. Default
94 top_plate N.A. Default
95 top_plate N.A. Default
96 top_plate N.A. Default
97 top_plate N.A. Default
98 top_plate N.A. Default
99 top_plate N.A. Default
100 top_plate N.A. Default
101 top_plate N.A. Default
102 top_plate N.A. Default
103 top_plate N.A. Default
104 top_plate N.A. Default
105 top_plate N.A. Default
106 top_plate N.A. Default
107 top_plate N.A. Default
108 top_plate N.A. Default
109 top_plate N.A. Default
110 top_plate N.A. Default
111 top_plate N.A. Default
112 top_plate N.A. Default
114 top_plate N.A. Default
116 top_plate N.A. Default
124 vert_plate_A N.A. Default
126 vert_outside N.A. Default
127 vert_outside N.A. Default128 vert_outside N.A. Default
129 inclined_vert N.A. Default
130 top_plate N.A. Default
131 top_plate N.A. Default
133 vert_outside N.A. Default
134 vert_plate_A N.A. Default
135 vert_plate_A N.A. Default
136 top_plate N.A. Default
137 vert_outside N.A. Default
138 vert_outside N.A. Default
139 inclined_vert N.A. Default
140 top_plate N.A. Default
141 top_plate N.A. Default142 vert_plate_A N.A. Default
143 vert_outside N.A. Default
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Table 4: Frame Section Assignments
Frame AnalSect DesignSect MatProp
144 vert_outside N.A. Default
145 vert_outside N.A. Default
146 vert_outside N.A. Default
147 vert_outside N.A. Default148 vert_outside N.A. Default
149 inclined_vert N.A. Default
150 inclined_vert N.A. Default
151 top_plate N.A. Default
152 top_plate N.A. Default
153 top_plate N.A. Default
154 top_plate N.A. Default
155 vert_plate_A N.A. Default
156 vert_plate_A N.A. Default
157 vert_plate_A N.A. Default
158 top_plate N.A. Default
160 top_plate N.A. Default
161 vert_plate_A N.A. Default
193 stiffener N.A. Default
194 stiffener N.A. Default
195 stiffener N.A. Default
196 stiffener N.A. Default
197 stiffener N.A. Default
198 stiffener N.A. Default
199 stiffener N.A. Default
200 stiffener N.A. Default
201 stiffener N.A. Default
202 stiffener N.A. Default
203 stiffener N.A. Default
204 stiffener N.A. Default
205 stiffener N.A. Default
206 stiffener N.A. Default
207 stiffener N.A. Default
208 stiffener N.A. Default
209 stiffener N.A. Default
210 stiffener N.A. Default
211 stiffener N.A. Default
212 stiffener N.A. Default
213 stiffener N.A. Default
214 stiffener N.A. Default
215 stiffener N.A. Default
216 stiffener N.A. Default
217 stiffener N.A. Default
218 stiffener N.A. Default
219 stiffener N.A. Default220 stiffener N.A. Default
221 stiffener N.A. Default
222 stiffener N.A. Default
223 stiffener N.A. Default
224 stiffener N.A. Default
225 stiffener N.A. Default
226 stiffener N.A. Default
227 stiffener N.A. Default
228 stiffener N.A. Default
229 stiffener N.A. Default
230 stiffener N.A. Default
231 stiffener N.A. Default
232 stiffener N.A. Default233 stiffener N.A. Default
234 stiffener N.A. Default
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Table 4: Frame Section Assignments
Frame AnalSect DesignSect MatProp
235 stiffener N.A. Default
236 stiffener N.A. Default
237 stiffener N.A. Default
238 stiffener N.A. Default239 stiffener N.A. Default
240 stiffener N.A. Default
241 stiffener N.A. Default
242 stiffener N.A. Default
243 stiffener N.A. Default
244 stiffener N.A. Default
245 stiffener N.A. Default
246 stiffener N.A. Default
248 stiffener N.A. Default
251 stiffener N.A. Default
253 stiffener N.A. Default
254 stiffener N.A. Default
255 stiffener N.A. Default
256 stiffener N.A. Default
257 stiffener N.A. Default
258 stiffener N.A. Default
259 stiffener N.A. Default
260 stiffener N.A. Default
261 stiffener N.A. Default
262 stiffener N.A. Default
263 stiffener N.A. Default
264 stiffener N.A. Default
265 stiffener N.A. Default
266 stiffener N.A. Default
267 stiffener N.A. Default
268 stiffener N.A. Default
269 stiffener N.A. Default
270 stiffener N.A. Default
271 stiffener N.A. Default
272 stiffener N.A. Default
273 stiffener N.A. Default
274 stiffener N.A. Default
275 stiffener N.A. Default
276 stiffener N.A. Default
277 stiffener N.A. Default
278 stiffener N.A. Default
279 stiffener N.A. Default
280 stiffener N.A. Default
281 stiffener N.A. Default
282 stiffener N.A. Default283 stiffener N.A. Default
284 stiffener N.A. Default
285 stiffener N.A. Default
286 stiffener N.A. Default
287 stiffener N.A. Default
288 stiffener N.A. Default
289 stiffener N.A. Default
290 stiffener N.A. Default
291 stiffener N.A. Default
292 stiffener N.A. Default
293 stiffener N.A. Default
295 stiffener N.A. Default
296 stiffener N.A. Default297 stiffener N.A. Default
298 stiffener N.A. Default
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Table 4: Frame Section Assignments
Frame AnalSect DesignSect MatProp
299 stiffener N.A. Default
300 stiffener N.A. Default
301 stiffener N.A. Default
302 stiffener N.A. Default303 stiffener N.A. Default
304 stiffener N.A. Default
305 stiffener N.A. Default
306 stiffener N.A. Default
307 stiffener N.A. Default
316 vert_outside N.A. Default
317 vert_outside N.A. Default
318 vert_outside N.A. Default
319 vert_outside N.A. Default
320 vert_outside N.A. Default
321 vert_outside N.A. Default
322 vert_outside N.A. Default
323 vert_outside N.A. Default
324 vert_outside N.A. Default
325 vert_outside N.A. Default
326 vert_outside N.A. Default
327 vert_outside N.A. Default
328 vert_outside N.A. Default
329 vert_outside N.A. Default
330 vert_outside N.A. Default
331 vert_outside N.A. Default
332 vert_outside N.A. Default
333 vert_outside N.A. Default
334 vert_outside N.A. Default
335 vert_outside N.A. Default
336 vert_outside N.A. Default
337 vert_outside N.A. Default
338 vert_outside N.A. Default
339 vert_outside N.A. Default
340 vert_outside N.A. Default
341 vert_outside N.A. Default
342 vert_outside N.A. Default
343 vert_outside N.A. Default
344 vert_outside N.A. Default
345 vert_outside N.A. Default
346 vert_outside N.A. Default
347 vert_outside N.A. Default
348 vert_outside N.A. Default
349 vert_outside N.A. Default
358 vert_outside N.A. Default359 vert_outside N.A. Default
360 vert_outside N.A. Default
361 vert_outside N.A. Default
362 vert_outside N.A. Default
363 vert_outside N.A. Default
364 vert_outside N.A. Default
365 vert_outside N.A. Default
366 vert_outside N.A. Default
367 vert_outside N.A. Default
368 vert_outside N.A. Default
369 vert_outside N.A. Default
370 stiffener N.A. Default
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Table 5: Connectivity - Area
Table 5: Connectivity - Area
Area Joint1 Joint2 Joint3 Joint4
1 12 13 251 252
2 13 14 254 251
3 14 15 256 254
4 15 41 266 256
5 41 42 268 266
6 42 43 270 268
7 43 44 272 270
8 44 45 274 272
9 45 46 276 274
10 46 47 278 276
11 47 48 280 278
12 48 49 282 280
13 249 250 251 252
14 250 253 254 251
15 253 255 256 25416 257 258 259 260
17 258 261 262 259
18 261 263 264 262
19 255 265 266 256
20 265 267 268 266
21 267 269 270 268
22 269 271 272 270
23 271 273 274 272
24 273 275 276 274
25 275 277 278 276
26 277 279 280 278
27 279 281 282 280
28 281 159 182 28229 159 160 183 182
30 160 283 184 183
31 283 162 185 184
32 162 163 186 185
33 163 284 285 186
34 284 286 287 285
35 286 288 289 287
36 288 290 291 289
37 290 292 293 291
38 292 294 295 293
39 294 296 297 295
40 296 298 299 297
41 298 300 301 299
42 300 257 260 301
43 49 50 182 282
44 50 51 183 182
45 51 52 184 183
46 52 53 185 184
47 53 54 186 185
48 54 55 285 186
49 55 56 287 285
50 56 57 289 287
51 57 58 291 289
52 58 59 293 291
53 59 60 295 293
54 60 61 297 295
55 61 62 299 297
56 62 63 301 299
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Table 5: Connectivity - Area
Area Joint1 Joint2 Joint3 Joint4
57 63 6 260 301
58 6 5 259 260
59 5 4 262 259
60 4 3 264 26261 7 8 261 263
62 8 16 258 261
63 16 17 257 258
64 17 40 300 257
65 40 39 298 300
66 39 38 296 298
67 38 37 294 296
68 37 36 292 294
69 36 35 290 292
70 35 34 288 290
71 34 33 286 288
72 33 32 284 286
73 32 31 163 284
74 31 30 162 163
75 30 29 283 162
76 29 28 160 283
77 28 27 159 160
78 27 26 281 159
79 26 25 279 281
80 25 24 277 279
81 24 23 275 277
82 23 22 273 275
83 22 21 271 273
84 21 20 269 271
85 20 19 267 269
86 19 18 265 267
87 18 11 255 265
88 11 10 253 255
89 10 9 250 253
90 9 1 249 250
91 2 64 9 1
92 64 66 10 9
93 66 67 11 10
94 67 91 18 11
95 91 92 19 18
96 92 93 20 19
97 93 94 21 20
98 94 95 22 21
99 95 96 23 22
100 96 97 24 23101 97 98 25 24
102 98 99 26 25
103 99 100 27 26
104 100 101 28 27
105 101 102 29 28
106 12 13 84 83
107 13 14 85 84
108 14 15 86 85
109 15 41 114 86
110 41 42 115 114
111 42 43 116 115
112 43 44 117 116
113 44 45 118 117114 45 46 119 118
115 46 47 120 119
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Table 5: Connectivity - Area
Area Joint1 Joint2 Joint3 Joint4
116 47 48 121 120
117 48 49 122 121
118 49 50 123 122
119 50 51 124 123120 51 52 125 124
121 1 77 9
122 77 150 304 9
123 150 12 13 71
124 150 304 71
125 9 10 305 304
126 304 305 14 13
127 10 11 306 305
128 305 306 15 14
130 23 24 47 46
131 24 25 48 47
132 25 26 49 48
133 26 27 50 49
134 27 28 51 50
135 28 29 52 51
136 29 30 53 52
137 30 31 54 53
138 31 32 55 54
139 32 33 56 55
140 33 34 57 56
141 34 35 58 57
142 35 36 59 58
143 36 37 60 59
144 37 38 61 60
145 38 39 62 61
146 39 40 63 62
147 40 17 6 63
148 17 16 5 6
149 16 8 4 5
150 8 7 3 4
151 102 103 30 29
152 103 104 31 30
153 104 105 32 31
154 11 137 144 306
155 105 106 33 32
156 106 107 34 33
157 11 18 138 137
158 107 108 35 34
159 108 109 36 35
160 109 110 37 36161 110 111 38 37
162 111 112 39 38
163 112 113 40 39
164 113 82 17 40
165 82 81 16 17
166 81 80 8 16
167 80 79 7 8
168 52 53 126 125
169 53 54 127 126
170 54 55 128 127
171 55 56 129 128
172 56 57 130 129
173 57 58 131 130174 58 59 132 131
175 59 60 133 132
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Table 5: Connectivity - Area
Area Joint1 Joint2 Joint3 Joint4
176 60 61 134 133
177 61 62 135 134
178 62 63 136 135
179 63 6 90 136180 6 5 89 90
181 5 4 88 89
182 4 3 87 88
185 306 144 15
186 144 145 41 15
187 137 307 145 144
188 18 19 139 138
189 137 138 308 307
190 138 139 309 308
191 307 145 146 308
192 145 146 42 41
193 146 147 43 42
194 308 309 147 146
195 19 20 140 139
196 139 140 310 309
197 309 310 147
198 147 310 44 43
199 20 21 310 140
200 21 141 22
201 21 141 311 310
202 141 22 311
203 310 148 311
204 311 148 45
205 310 148 45 44
206 22 142 23
207 22 142 149 311
208 311 149 46 45
209 312 46 149
210 142 23 312 149
Table 6: Area Section Assignments
Table 6: Area Section Assignments
Area Section MatProp
1 web_plate Default
2 web_plate Default
3 web_plate Default4 web_plate Default
5 web_plate Default
6 web_plate Default
7 web_plate Default
8 web_plate Default
9 web_plate Default
10 web_plate Default
11 web_plate Default
12 web_plate Default
13 plate_bot Default
14 plate_bot Default
15 plate_bot Default
16 plate_bot Default
17 plate_bot Default
18 plate_bot Default
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Table 6: Area Section Assignments
Area Section MatProp
19 plate_bot Default
20 plate_bot Default
21 plate_bot Default
22 plate_bot Default23 plate_bot Default
24 plate_bot Default
25 plate_bot Default
26 plate_bot Default
27 plate_bot Default
28 plate_bot Default
29 plate_bot Default
30 plate_bot Default
31 plate_bot Default
32 plate_bot Default
33 plate_bot Default
34 plate_bot Default
35 plate_bot Default
36 plate_bot Default
37 plate_bot Default
38 plate_bot Default
39 plate_bot Default
40 plate_bot Default
41 plate_bot Default
42 plate_bot Default
43 web_plate Default
44 web_plate Default
45 web_plate Default
46 web_plate Default
47 web_plate Default
48 web_plate Default
49 web_plate Default
50 web_plate Default
51 web_plate Default
52 web_plate Default
53 web_plate Default
54 web_plate Default
55 web_plate Default
56 web_plate Default
57 web_plate Default
58 web_plate Default
59 web_plate Default
60 web_plate Default
61 web_plate Default
62 web_plate Default63 web_plate Default
64 web_plate Default
65 web_plate Default
66 web_plate Default
67 web_plate Default
68 web_plate Default
69 web_plate Default
70 web_plate Default
71 web_plate Default
72 web_plate Default
73 web_plate Default
74 web_plate Default
75 web_plate Default76 web_plate Default
77 web_plate Default
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Table 6: Area Section Assignments
Area Section MatProp
78 web_plate Default
79 web_plate Default
80 web_plate Default
81 web_plate Default82 web_plate Default
83 web_plate Default
84 web_plate Default
85 web_plate Default
86 web_plate Default
87 web_plate Default
88 web_plate Default
89 web_plate Default
90 web_plate Default
91 top_deck_out Default
92 top_deck_out Default
93 top_deck_out Default
94 top_deck_out Default
95 top_deck_out Default
96 top_deck_out Default
97 top_deck_out Default
98 top_deck_out Default
99 top_deck_out Default
100 top_deck_out Default
101 top_deck_out Default
102 top_deck_out Default
103 top_deck_out Default
104 top_deck_out Default
105 top_deck_out Default
106 top_deck_out Default
107 top_deck_out Default
108 top_deck_out Default
109 top_deck_out Default
110 top_deck_out Default
111 top_deck_out Default
112 top_deck_out Default
113 top_deck_out Default
114 top_deck_out Default
115 top_deck_out Default
116 top_deck_out Default
117 top_deck_out Default
118 top_deck_out Default
119 top_deck_out Default
120 top_deck_out Default
121 top_deck_mid Default122 top_deck_mid Default
123 top_deck_mid Default
124 top_deck_mid Default
125 top_deck_mid Default
126 top_deck_mid Default
127 top_deck_mid Default
128 top_deck_mid Default
130 top_deck_mid Default
131 top_deck_mid Default
132 top_deck_mid Default
133 top_deck_mid Default
134 top_deck_mid Default
135 top_deck_mid Default136 top_deck_mid Default
137 top_deck_mid Default
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Table 6: Area Section Assignments
Area Section MatProp
138 top_deck_mid Default
139 top_deck_mid Default
140 top_deck_mid Default
141 top_deck_mid Default142 top_deck_mid Default
143 top_deck_mid Default
144 top_deck_mid Default
145 top_deck_mid Default
146 top_deck_mid Default
147 top_deck_mid Default
148 top_deck_mid Default
149 top_deck_mid Default
150 top_deck_mid Default
151 top_deck_out Default
152 top_deck_out Default
153 top_deck_out Default
154 top_deck_mid Default
155 top_deck_out Default
156 top_deck_out Default
157 top_deck_mid Default
158 top_deck_out Default
159 top_deck_out Default
160 top_deck_out Default
161 top_deck_out Default
162 top_deck_out Default
163 top_deck_out Default
164 top_deck_out Default
165 top_deck_out Default
166 top_deck_out Default
167 top_deck_out Default
168 top_deck_out Default
169 top_deck_out Default
170 top_deck_out Default
171 top_deck_out Default
172 top_deck_out Default
173 top_deck_out Default
174 top_deck_out Default
175 top_deck_out Default
176 top_deck_out Default
177 top_deck_out Default
178 top_deck_out Default
179 top_deck_out Default
180 top_deck_out Default
181 top_deck_out Default182 top_deck_out Default
185 top_deck_mid Default
186 top_deck_mid Default
187 top_deck_mid Default
188 top_deck_mid Default
189 top_deck_mid Default
190 top_deck_mid Default
191 top_deck_mid Default
192 top_deck_mid Default
193 top_deck_mid Default
194 top_deck_mid Default
195 top_deck_mid Default
196 top_deck_mid Default197 top_deck_mid Default
198 top_deck_mid Default
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Table 6: Area Section Assignments
Area Section MatProp
199 top_deck_mid Default
200 top_deck_mid Default
201 top_deck_mid Default
202 top_deck_mid Default203 top_deck_mid Default
204 top_deck_mid Default
205 top_deck_mid Default
206 top_deck_mid Default
207 top_deck_mid Default
208 top_deck_mid Default
209 top_deck_mid Default
210 top_deck_mid Default
2. Material propertiesThis section provides material property information for materials used in the model.
Table 7: Material Properties 02 - Basic Mechanical Properties
Table 7: Material Properties 02 - Basic Mechanical Properties
Material UnitWeight UnitMass E1 G12 U12 A1
KN/m3 KN-s2/m4 KN/m2 KN/m2 1/C
4000Psi 2.3563E+01 2.4028E+00 24855578.28
10356490.95
0.200000 9.9000E-06
A992Fy50 1.0776E+02 1.0989E+01 199947978.8
76903068.77
0.300000 1.1700E-05
HYSD415 7.6973E+01 7.8490E+00 200000000.0
1.1700E-05
Table 8: Material Properties 03a - Steel Data
Table 8: Material Properties 03a - Steel Data
Material Fy Fu FinalSlope
KN/m2 KN/m2
A992Fy50 344737.89 448159.26 -0.100000
Table 9: Material Properties 03b - Concrete DataTable 9: Material Properties 03b - Concrete
Data
Material Fc FinalSlope
KN/m2
4000Psi 27579.03 -0.100000
Table 10: Material Properties 03e - Rebar Data
Table 10: Material Properties 03e - Rebar Data
Material Fy Fu FinalSlope
KN/m2 KN/m2
HYSD415 415000.00 485000.00 -0.100000
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3. Section propertiesThis section provides section property information for objects used in the model.
3.1. Frames
Table 11: Frame Section Properties 01 - General, Part 1 of 4
Table 11: Frame Section Properties 01 - General, Part 1 of 4
SectionName Material Shape t3 t2 tf tw Area TorsConst
m m m m m2 m4
FSEC1 4000Psi Box/Tube 0.152400 0.101600 0.006350 0.006350 0.003065 0.000010
inclined_vert A992Fy50 Double Angle 0.100000 0.100000 0.008000 0.008000 0.002176 4.441E-08
stiffener A992Fy50 Double Channel 0.200000 0.075000 0.010800 0.005500 0.003323 6.088E-08
top_plate A992Fy50 SD Section 0.015250 3.098E-06
vert_outside A992Fy50 SD Section 0.003360 1.571E-07
vert_plate_A A992Fy50 SD Section 0.012500 2.525E-06
Table 11: Frame Section Properties 01 - General, Part 2 of 4
Table 11: Frame Section Properties 01 - General, Part 2 of 4
SectionName I33 I22 AS2 AS3
m4 m4 m2 m2
FSEC1 9.771E-06 5.140E-06 0.001935 0.001290
inclined_vert 2.233E-06 8.206E-07 0.001600 0.000704
stiffener 0.000017 9.115E-07 0.002200 0.001361
top_plate 7.943E-07 0.000473 0.012708 0.012708
vert_outside 0.000022 4.032E-08 0.002800 0.002800
vert_plate_A 0.000260 6.510E-07 0.010417 0.010417
Table 11: Frame Section Properties 01 - General, Part 3 of 4
Table 11: Frame Section Properties 01 - General, Part 3 of 4
SectionName S33 S22 Z33 Z22 R33 R22
m3 m3 m3 m3 m m
FSEC1 0.000128 0.000101 0.000156 0.000117 0.056465 0.040955
inclined_vert 0.000036 0.000016 0.000061 0.000034 0.032031 0.019419
stiffener 0.000174 0.000024 0.000216 0.000047 0.072351 0.016561
top_plate 0.000064 0.001550 0.000095 0.002326 0.007217 0.176092
vert_outside 0.000157 6.720E-06 0.000235 0.000010 0.080829 0.003464
vert_plate_A 0.001042 0.000052 0.001563 0.000078 0.144338 0.007217
Table 11: Frame Section Properties 01 - General, Part 4 of 4
Table 11: Frame Section Properties 01 - General, Part 4 of 4
SectionName AMod A2Mod A3Mod JMod I2Mod I3Mod MMod WMod
FSEC1 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000
inclined_vert 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000
stiffener 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000
top_plate 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000
vert_outside 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000
vert_plate_A 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000
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3.2. Areas
Table 12: Area Section Properties, Part 1 of 3
Table 12: Area Section Properties, Part 1 of 3Section Material AreaType Type DrillDOF Thickness BendThick F11Mod
m m
plate_bot A992Fy50 Shell Shell-Thick Yes 0.025000 0.025000 1.000000
top_deck_mid 4000Psi Shell Shell-Thick Yes 0.375000 0.375000 1.000000
top_deck_out 4000Psi Shell Shell-Thick Yes 0.430000 0.430000 1.000000
web_plate A992Fy50 Shell Shell-Thick Yes 0.012000 0.012000 1.000000
Table 12: Area Section Properties, Part 2 of 3
Table 12: Area Section Properties, Part 2 of 3
Section F22Mod F12Mod M11Mod M22Mod M12Mod V13Mod V23Mod
plate_bot 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000
top_deck_mid 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000
top_deck_out 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000
web_plate 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000
Table 12: Area Section Properties, Part 3 of 3
Table 12: Area Section Properties, Part 3 of 3
Section MMod WMod
plate_bot 1.000000 1.000000
top_deck_mid 1.000000 1.000000
top_deck_out 1.000000 1.000000web_plate 1.000000 1.000000
3.3. Solids
Table 13: Solid Property Definitions
Table 13: Solid Property Definitions
SolidProp Material MatAngleA MatAngleB MatAngleC
Degrees Degrees Degrees
SOLID1 A992Fy50 0.000 0.000 0.000
4. Load patternsThis section provides loading information as applied to the model.
4.1. Definit ions
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Table 14: Load Pattern Definitions
Table 14: Load Pattern Definitions
LoadPat DesignType SelfWtMult AutoLoad
DEAD DEAD 1.000000
SIDL OTHER 0.000000
Crash_barrier OTHER 0.000000
LIVE LIVE 0.000000
5. Load casesThis section provides load case information.
5.1. Definit ions
Table 15: Load Case Definitions
Table 15: Load Case Definitions
Case Type InitialCond ModalCase BaseCase DesActOpt DesignAct
DEAD LinStatic Zero Prog Det Non-Composite
MODAL LinModal Zero Prog Det Other
SIDL LinStatic Zero Prog Det Other
Crash_barrier LinStatic Zero Prog Det Other
LIVE LinStatic Zero Prog Det Short-TermComposite
5.2. Stat ic case load assig nm ents
Table 16: Case - Static 1 - Load Assignments
Table 16: Case - Static 1 - Load Assignments
Case LoadType LoadName LoadSF
DEAD Load pattern DEAD 1.000000
SIDL Load pattern SIDL 1.000000
Crash_barrier Load pattern Crash_barrier 1.000000
LIVE Load pattern LIVE 1.000000
5.3. Response spectrum case load assignments
Table 17: Function - Response Spectrum - User
Table 17: Function - Response Spectrum - User
Name Period Accel FuncDamp
Sec
UNIFRS 0.000000 1.000000 0.050000
UNIFRS 1.000000 1.000000
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6. Load combinationsThis section provides load combination information.
Table 18: Combination Definitions
Table 18: Combination Definitions
ComboName ComboType CaseName ScaleFactor
DL+SIDL Linear Add DEAD 1.000000
DL+SIDL SIDL 1.000000
DL+SIDL Crash_barrier 1.000000
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7. Structure resultsThis section provides structure results, including items such as structural periods and base reactions.
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Figure 2: Deformed shape
7.1. Mass summary
Table 19: Assembled Joint MassesTable 19: Assembled Joint Masses
Joint U1 U2 U3 R1 R2 R3
KN-s2/m KN-s2/m KN-s2/m KN-m-s2 KN-m-s2 KN-m-s2
1 0.87 0.87 0.87 0.0000 0.0000 0.0000
2 0.63 0.63 0.63 0.0000 0.0000 0.0000
3 1.80 1.80 1.80 0.0000 0.0000 0.0000
4 3.91 3.91 3.91 0.0000 0.0000 0.0000
5 3.76 3.76 3.76 0.0000 0.0000 0.0000
6 4.54 4.54 4.54 0.0000 0.0000 0.0000
7 1.84 1.84 1.84 0.0000 0.0000 0.0000
8 4.08 4.08 4.08 0.0000 0.0000 0.0000
9 3.21 3.21 3.21 0.0000 0.0000 0.0000
10 2.83 2.83 2.83 0.0000 0.0000 0.000011 2.97 2.97 2.97 0.0000 0.0000 0.0000
12 1.14 1.14 1.14 0.0000 0.0000 0.0000
13 2.71 2.71 2.71 0.0000 0.0000 0.0000
14 2.75 2.75 2.75 0.0000 0.0000 0.0000
15 3.20 3.20 3.20 0.0000 0.0000 0.0000
16 3.84 3.84 3.84 0.0000 0.0000 0.0000
17 4.64 4.64 4.64 0.0000 0.0000 0.0000
18 2.84 2.84 2.84 0.0000 0.0000 0.0000
19 2.84 2.84 2.84 0.0000 0.0000 0.0000
20 3.02 3.02 3.02 0.0000 0.0000 0.0000
21 3.71 3.71 3.71 0.0000 0.0000 0.0000
22 3.20 3.20 3.20 0.0000 0.0000 0.0000
23 4.39 4.39 4.39 0.0000 0.0000 0.0000
24 5.44 5.44 5.44 0.0000 0.0000 0.0000
25 5.44 5.44 5.44 0.0000 0.0000 0.0000
26 5.44 5.44 5.44 0.0000 0.0000 0.0000
27 5.44 5.44 5.44 0.0000 0.0000 0.0000
28 5.44 5.44 5.44 0.0000 0.0000 0.0000
29 5.39 5.39 5.39 0.0000 0.0000 0.0000
30 5.44 5.44 5.44 0.0000 0.0000 0.0000
31 5.44 5.44 5.44 0.0000 0.0000 0.0000
32 5.44 5.44 5.44 0.0000 0.0000 0.0000
33 5.44 5.44 5.44 0.0000 0.0000 0.0000
34 5.44 5.44 5.44 0.0000 0.0000 0.0000
35 5.44 5.44 5.44 0.0000 0.0000 0.0000
36 5.44 5.44 5.44 0.0000 0.0000 0.0000
37 5.44 5.44 5.44 0.0000 0.0000 0.0000
38 5.44 5.44 5.44 0.0000 0.0000 0.0000
39 5.44 5.44 5.44 0.0000 0.0000 0.0000
40 5.44 5.44 5.44 0.0000 0.0000 0.0000
41 3.48 3.48 3.48 0.0000 0.0000 0.0000
42 3.46 3.46 3.46 0.0000 0.0000 0.0000
43 3.48 3.48 3.48 0.0000 0.0000 0.0000
44 3.70 3.70 3.70 0.0000 0.0000 0.0000
45 3.68 3.68 3.68 0.0000 0.0000 0.0000
46 4.61 4.61 4.61 0.0000 0.0000 0.0000
47 5.32 5.32 5.32 0.0000 0.0000 0.0000
48 5.32 5.32 5.32 0.0000 0.0000 0.0000
49 5.32 5.32 5.32 0.0000 0.0000 0.0000
50 5.32 5.32 5.32 0.0000 0.0000 0.000051 5.32 5.32 5.32 0.0000 0.0000 0.0000
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Table 19: Assembled Joint Masses
Joint U1 U2 U3 R1 R2 R3
KN-s2/m KN-s2/m KN-s2/m KN-m-s2 KN-m-s2 KN-m-s2
52 5.28 5.28 5.28 0.0000 0.0000 0.0000
53 5.32 5.32 5.32 0.0000 0.0000 0.0000
54 5.32 5.32 5.32 0.0000 0.0000 0.0000
55 5.32 5.32 5.32 0.0000 0.0000 0.000056 5.32 5.32 5.32 0.0000 0.0000 0.0000
57 5.32 5.32 5.32 0.0000 0.0000 0.0000
58 5.32 5.32 5.32 0.0000 0.0000 0.0000
59 5.32 5.32 5.32 0.0000 0.0000 0.0000
60 5.32 5.32 5.32 0.0000 0.0000 0.0000
61 5.32 5.32 5.32 0.0000 0.0000 0.0000
62 5.32 5.32 5.32 0.0000 0.0000 0.0000
63 5.32 5.32 5.32 0.0000 0.0000 0.0000
64 1.27 1.27 1.27 0.0000 0.0000 0.0000
65 0.23 0.23 0.23 0.0000 0.0000 0.0000
66 1.28 1.28 1.28 0.0000 0.0000 0.0000
67 1.55 1.55 1.55 0.0000 0.0000 0.0000
68 0.23 0.23 0.23 0.0000 0.0000 0.0000
69 0.29 0.29 0.29 0.0000 0.0000 0.0000
70 0.23 0.23 0.23 0.0000 0.0000 0.0000
71 0.77 0.77 0.77 0.0000 0.0000 0.0000
72 0.23 0.23 0.23 0.0000 0.0000 0.0000
73 0.29 0.29 0.29 0.0000 0.0000 0.0000
74 0.32 0.32 0.32 0.0000 0.0000 0.0000
75 0.23 0.23 0.23 0.0000 0.0000 0.0000
76 0.23 0.23 0.23 0.0000 0.0000 0.0000
77 0.56 0.56 0.56 0.0000 0.0000 0.0000
79 0.63 0.63 0.63 0.0000 0.0000 0.0000
80 1.27 1.27 1.27 0.0000 0.0000 0.0000
81 1.28 1.28 1.28 0.0000 0.0000 0.0000
82 1.55 1.55 1.55 0.0000 0.0000 0.0000
83 0.61 0.61 0.61 0.0000 0.0000 0.0000
84 1.21 1.21 1.21 0.0000 0.0000 0.0000
85 1.22 1.22 1.22 0.0000 0.0000 0.0000
86 1.48 1.48 1.48 0.0000 0.0000 0.0000
87 0.61 0.61 0.61 0.0000 0.0000 0.0000
88 1.21 1.21 1.21 0.0000 0.0000 0.0000
89 1.22 1.22 1.22 0.0000 0.0000 0.0000
90 1.48 1.48 1.48 0.0000 0.0000 0.0000
91 1.83 1.83 1.83 0.0000 0.0000 0.0000
92 1.83 1.83 1.83 0.0000 0.0000 0.0000
93 1.83 1.83 1.83 0.0000 0.0000 0.0000
94 1.83 1.83 1.83 0.0000 0.0000 0.0000
95 1.83 1.83 1.83 0.0000 0.0000 0.0000
96 1.83 1.83 1.83 0.0000 0.0000 0.000097 1.83 1.83 1.83 0.0000 0.0000 0.0000
98 1.83 1.83 1.83 0.0000 0.0000 0.0000
99 1.83 1.83 1.83 0.0000 0.0000 0.0000
100 1.83 1.83 1.83 0.0000 0.0000 0.0000
101 1.83 1.83 1.83 0.0000 0.0000 0.0000
102 1.83 1.83 1.83 0.0000 0.0000 0.0000
103 1.83 1.83 1.83 0.0000 0.0000 0.0000
104 1.83 1.83 1.83 0.0000 0.0000 0.0000
105 1.83 1.83 1.83 0.0000 0.0000 0.0000
106 1.83 1.83 1.83 0.0000 0.0000 0.0000
107 1.83 1.83 1.83 0.0000 0.0000 0.0000
108 1.83 1.83 1.83 0.0000 0.0000 0.0000
109 1.83 1.83 1.83 0.0000 0.0000 0.0000110 1.83 1.83 1.83 0.0000 0.0000 0.0000
111 1.83 1.83 1.83 0.0000 0.0000 0.0000
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Table 19: Assembled Joint Masses
Joint U1 U2 U3 R1 R2 R3
KN-s2/m KN-s2/m KN-s2/m KN-m-s2 KN-m-s2 KN-m-s2
112 1.83 1.83 1.83 0.0000 0.0000 0.0000
113 1.83 1.83 1.83 0.0000 0.0000 0.0000
114 1.74 1.74 1.74 0.0000 0.0000 0.0000
115 1.74 1.74 1.74 0.0000 0.0000 0.0000116 1.74 1.74 1.74 0.0000 0.0000 0.0000
117 1.74 1.74 1.74 0.0000 0.0000 0.0000
118 1.74 1.74 1.74 0.0000 0.0000 0.0000
119 1.74 1.74 1.74 0.0000 0.0000 0.0000
120 1.74 1.74 1.74 0.0000 0.0000 0.0000
121 1.74 1.74 1.74 0.0000 0.0000 0.0000
122 1.74 1.74 1.74 0.0000 0.0000 0.0000
123 1.74 1.74 1.74 0.0000 0.0000 0.0000
124 1.74 1.74 1.74 0.0000 0.0000 0.0000
125 1.74 1.74 1.74 0.0000 0.0000 0.0000
126 1.74 1.74 1.74 0.0000 0.0000 0.0000
127 1.74 1.74 1.74 0.0000 0.0000 0.0000
128 1.74 1.74 1.74 0.0000 0.0000 0.0000
129 1.74 1.74 1.74 0.0000 0.0000 0.0000
130 1.74 1.74 1.74 0.0000 0.0000 0.0000
131 1.74 1.74 1.74 0.0000 0.0000 0.0000
132 1.74 1.74 1.74 0.0000 0.0000 0.0000
133 1.74 1.74 1.74 0.0000 0.0000 0.0000
134 1.74 1.74 1.74 0.0000 0.0000 0.0000
135 1.74 1.74 1.74 0.0000 0.0000 0.0000
136 1.74 1.74 1.74 0.0000 0.0000 0.0000
137 1.27 1.27 1.27 0.0000 0.0000 0.0000
138 1.47 1.47 1.47 0.0000 0.0000 0.0000
139 1.44 1.44 1.44 0.0000 0.0000 0.0000
140 0.95 0.95 0.95 0.0000 0.0000 0.0000
141 0.73 0.73 0.73 0.0000 0.0000 0.0000
142 0.82 0.82 0.82 0.0000 0.0000 0.0000
144 1.22 1.22 1.22 0.0000 0.0000 0.0000
145 1.61 1.61 1.61 0.0000 0.0000 0.0000
146 1.43 1.43 1.43 0.0000 0.0000 0.0000
147 1.28 1.28 1.28 0.0000 0.0000 0.0000
148 0.72 0.72 0.72 0.0000 0.0000 0.0000
149 1.39 1.39 1.39 0.0000 0.0000 0.0000
150 1.04 1.04 1.04 0.0000 0.0000 0.0000
159 0.89 0.89 0.89 0.0000 0.0000 0.0000
160 0.89 0.89 0.89 0.0000 0.0000 0.0000
162 0.89 0.89 0.89 0.0000 0.0000 0.0000
163 0.89 0.89 0.89 0.0000 0.0000 0.0000
182 0.88 0.88 0.88 0.0000 0.0000 0.0000
183 0.88 0.88 0.88 0.0000 0.0000 0.0000184 0.88 0.88 0.88 0.0000 0.0000 0.0000
185 0.88 0.88 0.88 0.0000 0.0000 0.0000
186 0.88 0.88 0.88 0.0000 0.0000 0.0000
249 0.28 0.28 0.28 0.0000 0.0000 0.0000
250 0.68 0.68 0.68 0.0000 0.0000 0.0000
251 0.84 0.84 0.84 0.0000 0.0000 0.0000
252 0.28 0.28 0.28 0.0000 0.0000 0.0000
253 0.61 0.61 0.61 0.0000 0.0000 0.0000
254 0.61 0.61 0.61 0.0000 0.0000 0.0000
255 0.77 0.77 0.77 0.0000 0.0000 0.0000
256 0.76 0.76 0.76 0.0000 0.0000 0.0000
257 0.76 0.76 0.76 0.0000 0.0000 0.0000
258 0.62 0.62 0.62 0.0000 0.0000 0.0000259 0.61 0.61 0.61 0.0000 0.0000 0.0000
260 0.75 0.75 0.75 0.0000 0.0000 0.0000
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Table 19: Assembled Joint Masses
Joint U1 U2 U3 R1 R2 R3
KN-s2/m KN-s2/m KN-s2/m KN-m-s2 KN-m-s2 KN-m-s2
261 0.85 0.85 0.85 0.0000 0.0000 0.0000
262 0.68 0.68 0.68 0.0000 0.0000 0.0000
263 0.28 0.28 0.28 0.0000 0.0000 0.0000
264 0.28 0.28 0.28 0.0000 0.0000 0.0000265 0.89 0.89 0.89 0.0000 0.0000 0.0000
266 0.88 0.88 0.88 0.0000 0.0000 0.0000
267 0.89 0.89 0.89 0.0000 0.0000 0.0000
268 0.88 0.88 0.88 0.0000 0.0000 0.0000
269 0.89 0.89 0.89 0.0000 0.0000 0.0000
270 0.88 0.88 0.88 0.0000 0.0000 0.0000
271 0.89 0.89 0.89 0.0000 0.0000 0.0000
272 0.88 0.88 0.88 0.0000 0.0000 0.0000
273 0.89 0.89 0.89 0.0000 0.0000 0.0000
274 0.88 0.88 0.88 0.0000 0.0000 0.0000
275 0.89 0.89 0.89 0.0000 0.0000 0.0000
276 0.88 0.88 0.88 0.0000 0.0000 0.0000
277 0.89 0.89 0.89 0.0000 0.0000 0.0000
278 0.88 0.88 0.88 0.0000 0.0000 0.0000
279 0.89 0.89 0.89 0.0000 0.0000 0.0000
280 0.88 0.88 0.88 0.0000 0.0000 0.0000
281 0.89 0.89 0.89 0.0000 0.0000 0.0000
282 0.88 0.88 0.88 0.0000 0.0000 0.0000
283 0.89 0.89 0.89 0.0000 0.0000 0.0000
284 0.89 0.89 0.89 0.0000 0.0000 0.0000
285 0.88 0.88 0.88 0.0000 0.0000 0.0000
286 0.89 0.89 0.89 0.0000 0.0000 0.0000
287 0.88 0.88 0.88 0.0000 0.0000 0.0000
288 0.89 0.89 0.89 0.0000 0.0000 0.0000
289 0.88 0.88 0.88 0.0000 0.0000 0.0000
290 0.89 0.89 0.89 0.0000 0.0000 0.0000
291 0.88 0.88 0.88 0.0000 0.0000 0.0000
292 0.89 0.89 0.89 0.0000 0.0000 0.0000
293 0.88 0.88 0.88 0.0000 0.0000 0.0000
294 0.89 0.89 0.89 0.0000 0.0000 0.0000
295 0.88 0.88 0.88 0.0000 0.0000 0.0000
296 0.89 0.89 0.89 0.0000 0.0000 0.0000
297 0.88 0.88 0.88 0.0000 0.0000 0.0000
298 0.89 0.89 0.89 0.0000 0.0000 0.0000
299 0.88 0.88 0.88 0.0000 0.0000 0.0000
300 0.89 0.89 0.89 0.0000 0.0000 0.0000
301 0.88 0.88 0.88 0.0000 0.0000 0.0000
304 1.94 1.94 1.94 0.0000 0.0000 0.0000
305 2.16 2.16 2.16 0.0000 0.0000 0.0000
306 1.47 1.47 1.47 0.0000 0.0000 0.0000307 1.31 1.31 1.31 0.0000 0.0000 0.0000
308 1.81 1.81 1.81 0.0000 0.0000 0.0000
309 1.70 1.70 1.70 0.0000 0.0000 0.0000
310 3.34 3.34 3.34 0.0000 0.0000 0.0000
311 2.04 2.04 2.04 0.0000 0.0000 0.0000
312 0.72 0.72 0.72 0.0000 0.0000 0.0000
313 0.22 0.22 0.22 0.0000 0.0000 0.0000
314 0.22 0.22 0.22 0.0000 0.0000 0.0000
315 0.22 0.22 0.22 0.0000 0.0000 0.0000
316 0.22 0.22 0.22 0.0000 0.0000 0.0000
317 0.22 0.22 0.22 0.0000 0.0000 0.0000
318 0.31 0.31 0.31 0.0000 0.0000 0.0000
319 0.22 0.22 0.22 0.0000 0.0000 0.0000320 0.22 0.22 0.22 0.0000 0.0000 0.0000
321 0.22 0.22 0.22 0.0000 0.0000 0.0000
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Table 19: Assembled Joint Masses
Joint U1 U2 U3 R1 R2 R3
KN-s2/m KN-s2/m KN-s2/m KN-m-s2 KN-m-s2 KN-m-s2
322 0.22 0.22 0.22 0.0000 0.0000 0.0000
323 0.22 0.22 0.22 0.0000 0.0000 0.0000
324 0.22 0.22 0.22 0.0000 0.0000 0.0000
325 0.22 0.22 0.22 0.0000 0.0000 0.0000326 0.22 0.22 0.22 0.0000 0.0000 0.0000
327 0.22 0.22 0.22 0.0000 0.0000 0.0000
328 0.22 0.22 0.22 0.0000 0.0000 0.0000
329 0.22 0.22 0.22 0.0000 0.0000 0.0000
330 0.21 0.21 0.21 0.0000 0.0000 0.0000
331 0.15 0.15 0.15 0.0000 0.0000 0.0000
332 0.12 0.12 0.12 0.0000 0.0000 0.0000
7.2. Base reaction s
Table 20: Base Reactions
Table 20: Base Reactions
OutputCase GlobalFX GlobalFY GlobalFZ GlobalMX GlobalMY GlobalMZ
KN KN KN KN-m KN-m KN-m
LIVE 1.932E-10 3.817E-09 1000.000 122840.3550 16602.8000 -7.763E-08
8. Joint results
This section provides joint results, including items such as displacements and reactions.
Table 21: Joint Displacements
Table 21: Joint Displacements
Joint OutputCase U1 U2 U3 R1 R2 R3
m m m Radians Radians Radians
1 LIVE 0.002936 0.065593 -0.087599 -0.026650 0.000916 -0.000039
2 LIVE 0.003001 0.065595 -0.138010 -0.026610 0.001131 -0.000031
3 LIVE 0.002009 0.062959 0.007409 -0.025407 -0.000995 -0.000035
4 LIVE 0.002018 0.063005 0.000233 -0.025456 -0.000877 -0.000041
5 LIVE 0.002030 0.063060 -0.006544 -0.025477 -0.000816 -0.000042
6 LIVE 0.002042 0.063120 -0.013052 -0.025570 -0.000853 -0.000047
7 LIVE 0.002118 0.062927 -0.080707 -0.025021 -0.001051 -0.000038
8 LIVE 0.002127 0.062973 -0.088283 -0.025065 -0.001226 -0.0000379 LIVE 0.002947 0.065540 -0.095416 -0.026641 0.001146 -0.000042
10 LIVE 0.002951 0.065498 -0.103123 -0.026835 0.001258 -0.000029
11 LIVE 0.002953 0.065453 -0.110619 -0.026857 0.001169 -0.000036
12 LIVE 0.002778 0.065590 0.007191 -0.027239 0.000877 -0.000047
13 LIVE 0.002788 0.065535 -0.000432 -0.027201 0.001108 -0.000048
14 LIVE 0.002796 0.065477 -0.008069 -0.027192 0.001213 -0.000050
15 LIVE 0.002798 0.065419 -0.015370 -0.027169 0.001140 -0.000051
16 LIVE 0.002139 0.063035 -0.095694 -0.025301 -0.001294 -0.000052
17 LIVE 0.002153 0.063101 -0.102888 -0.025449 -0.001170 -0.000048
18 LIVE 0.002943 0.065378 -0.120587 -0.026865 0.001079 -0.000034
19 LIVE 0.002919 0.065296 -0.129710 -0.026861 0.000987 -0.000040
20 LIVE 0.002887 0.065207 -0.137890 -0.026837 0.000803 -0.000046
21 LIVE 0.002849 0.065114 -0.145087 -0.026844 0.000673 -0.00004522 LIVE 0.002805 0.065018 -0.151349 -0.026794 0.000513 -0.000049
23 LIVE 0.002740 0.064926 -0.156552 -0.026763 0.000289 -0.000039
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Table 21: Joint Displacements
Joint OutputCase U1 U2 U3 R1 R2 R3
m m m Radians Radians Radians
24 LIVE 0.002699 0.064820 -0.160766 -0.026753 0.000180 -0.000065
25 LIVE 0.002659 0.064719 -0.164072 -0.026713 0.000052 -0.000043
26 LIVE 0.002619 0.064620 -0.166469 -0.026666 -0.000061 -0.000057
27 LIVE 0.002580 0.064520 -0.167973 -0.026612 -0.000171 -0.00004828 LIVE 0.002543 0.064420 -0.168594 -0.026554 -0.000274 -0.000055
29 LIVE 0.002506 0.064319 -0.168346 -0.026493 -0.000371 -0.000051
30 LIVE 0.002471 0.064219 -0.167244 -0.026428 -0.000462 -0.000053
31 LIVE 0.002437 0.064117 -0.165302 -0.026362 -0.000547 -0.000052
32 LIVE 0.002404 0.064015 -0.162535 -0.026293 -0.000626 -0.000053
33 LIVE 0.002372 0.063913 -0.158958 -0.026223 -0.000699 -0.000053
34 LIVE 0.002342 0.063810 -0.154588 -0.026151 -0.000766 -0.000054
35 LIVE 0.002313 0.063707 -0.149440 -0.026079 -0.000826 -0.000053
36 LIVE 0.002285 0.063604 -0.143530 -0.026005 -0.000881 -0.000054
37 LIVE 0.002257 0.063501 -0.136873 -0.025927 -0.000932 -0.000053
38 LIVE 0.002231 0.063398 -0.129478 -0.025843 -0.000983 -0.000053
39 LIVE 0.002205 0.063296 -0.121353 -0.025745 -0.001035 -0.000052
40 LIVE 0.002178 0.063196 -0.112488 -0.025619 -0.001110 -0.000051
41 LIVE 0.002786 0.065337 -0.025105 -0.027152 0.001061 -0.000050
42 LIVE 0.002763 0.065253 -0.033992 -0.027124 0.000955 -0.000048
43 LIVE 0.002731 0.065166 -0.041983 -0.027084 0.000808 -0.000051
44 LIVE 0.002695 0.065078 -0.049043 -0.027001 0.000681 -0.000044
45 LIVE 0.002654 0.064987 -0.055197 -0.026969 0.000541 -0.000063
46 LIVE 0.002594 0.064877 -0.060397 -0.026874 0.000375 -0.000059
47 LIVE 0.002552 0.064789 -0.064660 -0.026777 0.000268 -0.000036
48 LIVE 0.002513 0.064695 -0.068044 -0.026708 0.000153 -0.000058
49 LIVE 0.002475 0.064597 -0.070558 -0.026642 0.000045 -0.000044
50 LIVE 0.002437 0.064501 -0.072215 -0.026580 -0.000057 -0.000054
51 LIVE 0.002401 0.064403 -0.073028 -0.026517 -0.000154 -0.000048
52 LIVE 0.002366 0.064306 -0.073010 -0.026454 -0.000244 -0.000052
53 LIVE 0.002332 0.064207 -0.072174 -0.026389 -0.000330 -0.000050
54 LIVE 0.002299 0.064109 -0.070532 -0.026323 -0.000409 -0.000052
55 LIVE 0.002267 0.064010 -0.068099 -0.026255 -0.000484 -0.000051
56 LIVE 0.002237 0.063911 -0.064887 -0.026186 -0.000553 -0.000052
57 LIVE 0.002207 0.063811 -0.060909 -0.026116 -0.000618 -0.000052
58 LIVE 0.002178 0.063711 -0.056179 -0.026047 -0.000677 -0.000052
59 LIVE 0.002151 0.063611 -0.050712 -0.025977 -0.000729 -0.000052
60 LIVE 0.002125 0.063510 -0.044524 -0.025907 -0.000775 -0.000052
61 LIVE 0.002100 0.063410 -0.037636 -0.025834 -0.000810 -0.000051
62 LIVE 0.002078 0.063310 -0.030072 -0.025758 -0.000837 -0.000051
63 LIVE 0.002058 0.063213 -0.021868 -0.025666 -0.000838 -0.000048
64 LIVE 0.003007 0.065556 -0.146104 -0.026851 0.001173 -0.000028
65 LIVE 0.002992 0.065538 -0.000236 0.143591 0.001459 -0.000059
66 LIVE 0.003010 0.065509 -0.154125 -0.026768 0.001304 -0.000038
67 LIVE 0.003010 0.065464 -0.161636 -0.026803 0.001267 -0.00003068 LIVE 0.000000 0.000045 0.000000 0.111909 0.001292 0.000322
69 LIVE 0.000238 0.000079 -0.095137 0.047966 0.001140 0.000276
70 LIVE 0.000000 0.000000 0.000000 -0.028037 0.001160 -0.000266
71 LIVE 0.002821 0.065538 -0.020322 -0.027178 0.000996 -0.000042
72 LIVE 0.004126 0.000000 0.000000 -0.025900 -0.000860 0.000019
73 LIVE 0.004857 -0.000117 -0.088023 0.043629 -0.001113 -0.000463
74 LIVE 0.002105 0.062979 -0.069470 -0.025460 -0.001040 -0.000029
75 LIVE 0.002141 0.062961 -0.000219 0.132665 -0.001473 -0.000022
76 LIVE 0.005208 -0.000175 0.000000 0.103506 -0.001319 -0.000479
77 LIVE 0.002927 0.065592 -0.083053 -0.026697 0.000906 -0.000042
79 LIVE 0.002208 0.062898 -0.128078 -0.025095 -0.001272 -0.000053
80 LIVE 0.002223 0.062960 -0.135974 -0.025336 -0.001313 -0.000054
81 LIVE 0.002241 0.063018 -0.143804 -0.025331 -0.001446 -0.00004882 LIVE 0.002260 0.063083 -0.151206 -0.025425 -0.001427 -0.000059
83 LIVE 0.002673 0.065577 0.058965 -0.027245 0.001114 -0.000057
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Table 21: Joint Displacements
Joint OutputCase U1 U2 U3 R1 R2 R3
m m m Radians Radians Radians
84 LIVE 0.002685 0.065515 0.051119 -0.027171 0.001139 -0.000053
85 LIVE 0.002690 0.065457 0.043656 -0.027208 0.001189 -0.000052
86 LIVE 0.002691 0.065397 0.036337 -0.027203 0.001177 -0.000053
87 LIVE 0.001923 0.062971 0.055741 -0.025445 -0.000837 -0.00005088 LIVE 0.001933 0.063025 0.048660 -0.025494 -0.000816 -0.000044
89 LIVE 0.001939 0.063078 0.042053 -0.025515 -0.000759 -0.000049
90 LIVE 0.001946 0.063138 0.035636 -0.025535 -0.000731 -0.000051
91 LIVE 0.003005 0.065394 -0.171881 -0.026878 0.001119 -0.000037
92 LIVE 0.002991 0.065315 -0.181180 -0.026880 0.000979 -0.000041
93 LIVE 0.002967 0.065228 -0.189511 -0.026880 0.000827 -0.000043
94 LIVE 0.002933 0.065134 -0.196843 -0.026854 0.000662 -0.000048
95 LIVE 0.002889 0.065045 -0.203161 -0.026827 0.000477 -0.000039
96 LIVE 0.002853 0.064947 -0.208430 -0.026800 0.000299 -0.000070
97 LIVE 0.002810 0.064840 -0.212692 -0.026770 0.000146 -0.000047
98 LIVE 0.002768 0.064736 -0.215988 -0.026728 0.000015 -0.000065
99 LIVE 0.002728 0.064634 -0.218344 -0.026683 -0.000111 -0.000050
100 LIVE 0.002690 0.064533 -0.219775 -0.026629 -0.000227 -0.000061
101 LIVE 0.002654 0.064430 -0.220297 -0.026572 -0.000337 -0.000055
102 LIVE 0.002618 0.064328 -0.219927 -0.026510 -0.000438 -0.000060
103 LIVE 0.002584 0.064224 -0.218680 -0.026446 -0.000533 -0.000058
104 LIVE 0.002551 0.064121 -0.216573 -0.026379 -0.000622 -0.000060
105 LIVE 0.002519 0