Catherine Stanley's Activities

LEAP Bridge Concrete - Spliced Girder Tutor2

Catherine Stanley — Thu, 09 Aug 2018 14:39:32 GMT

Hi,

I'm new to LEAP Bridge Concrete. I'm currently using the Spliced Girder module and the tutor2 example. I did a save as of the tutor2 example and modified the input values/staging/etc. When I ran my model, the design output status showed that the design fails. Just to double check, I also ran the analysis for tutor2 and that also fails. I wonder what could be wrong. Can someone help?

Thanks

Beam Failure

Catherine Stanley — Thu, 09 Nov 2017 16:38:52 GMT

Hi -

I ran my Staad model and had it check all the members against AISC code. Beam 256 is unexpectedly failing. I'm not sure if it's due to an improper connection to another member. Can someone please help me troubleshoot this issue? See input below.

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 18-Oct-17
JOB NAME ITS I-84 OSS
JOB CLIENT NYSDOT
JOB REV 0
ENGINEER NAME DA
CHECKER NAME CS
CHECKER DATE 11/8/17
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET KIP
JOINT COORDINATES
1 0 0 0; 2 0 40 0; 3 0 32.2917 0; 4 0 25.7083 0; 5 1.0625 32.7917 -1.625;
6 1.0625 26.2083 -1.625; 7 7.75 32.7917 -1.625; 8 7.75 26.2083 -1.625;
9 14.4375 32.7917 -1.625; 10 14.4375 26.2083 -1.625; 11 21.125 32.7917 -1.625;
12 21.125 26.2083 -1.625; 13 27.8125 32.7917 -1.625; 14 27.8125 26.2083 -1.625;
15 34.5 32.7917 -1.625; 16 34.5 26.2083 -1.625; 17 35.5 32.7917 -1.625;
18 35.5 26.2083 -1.625; 19 36.5 32.7917 -1.625; 20 36.5 26.2083 -1.625;
21 43.1875 32.7917 -1.625; 22 43.1875 26.2083 -1.625; 23 49.875 32.7917 -1.625;
24 49.875 26.2083 -1.625; 25 56.5625 32.7917 -1.625; 26 56.5625 26.2083 -1.625;
27 63.25 32.7917 -1.625; 28 63.25 26.2083 -1.625; 29 69.9375 32.7917 -1.625;
30 69.9375 26.2083 -1.625; 31 71 32.2917 0; 32 71 25.7083 0; 33 71 0 0;
34 71 33.125 0; 35 0 25.7083 -1.625; 36 0 32.2917 -1.625; 37 71 32.2917 -1.625;
38 71 25.7083 -1.625; 39 1.0625 32.7917 -8.20833; 40 1.0625 26.2083 -8.20833;
41 7.75 32.7917 -8.20833; 42 7.75 26.2083 -8.20833;
43 14.4375 32.7917 -8.20833; 44 14.4375 26.2083 -8.20833;
45 21.125 32.7917 -8.20833; 46 21.125 26.2083 -8.20833;
47 27.8125 32.7917 -8.20833; 48 27.8125 26.2083 -8.20833;
49 34.5 32.7917 -8.20833; 50 34.5 26.2083 -8.20833; 51 35.5 32.7917 -8.20833;
52 35.5 26.2083 -8.20833; 53 36.5 32.7917 -8.20833; 54 36.5 26.2083 -8.20833;
55 43.1875 32.7917 -8.20833; 56 43.1875 26.2083 -8.20833;
57 49.875 32.7917 -8.20833; 58 49.875 26.2083 -8.20833;
59 56.5625 32.7917 -8.20833; 60 56.5625 26.2083 -8.20833;
61 63.25 32.7917 -8.20833; 62 63.25 26.2083 -8.20833;
63 69.9375 32.7917 -8.20833; 64 69.9375 26.2083 -8.20833;
65 0 25.7083 -8.20833; 66 0 32.2917 -8.20833; 67 71 32.2917 -8.20833;
68 71 25.7083 -8.20833; 69 0 0 -9.83333; 70 0 33.125 -9.83333;
71 0 32.2917 -9.83333; 72 0 25.7083 -9.83333; 73 71 32.2917 -9.83333;
74 71 25.7083 -9.83333; 75 71 0 -9.83333; 76 71 33.125 -9.83333;
77 0 16.0916 0; 78 0 11.2833 -9.83333; 79 0 6.475 0; 80 0 1.66666 -9.83333;
81 0 1.66666 0; 82 71 16.0916 0; 83 71 11.2833 -9.83333; 84 71 6.475 0;
85 71 1.66666 -9.83333; 86 71 1.66666 0; 87 0 26.2083 -1.625;
88 71 26.2083 -1.625; 89 0 26.2083 -8.20833; 90 71 26.2083 -8.20833;
91 0 32.7917 -1.625; 92 71 32.7917 -1.625; 93 0 32.7917 -8.20833;
94 71 32.7917 -8.20833; 95 68.4995 26.2083 -1.625; 96 68.4995 26.2083 -8.20833;
97 61.812 26.2083 -1.625; 98 61.812 26.2083 -8.20833;
99 55.1245 26.2083 -1.625; 100 55.1245 26.2083 -8.20833;
101 48.437 26.2083 -1.625; 102 48.437 26.2083 -8.20833;
103 45.4167 26.2083 -1.625; 104 45.4167 26.2083 -8.20833;
110 68.4995 24.7083 3.44792; 111 61.812 24.7083 3.44792;
112 55.1245 24.7083 3.44792; 113 48.437 24.7083 3.44792;
114 45.4167 24.7083 3.44792; 117 70.5521 26.2083 -1.625;
118 70.5521 26.2083 -8.20833; 120 70.5521 24.7083 0;
122 70.5521 24.7083 3.44792; 123 68.4995 24.7083 -0.895833;
124 61.812 24.7083 -0.895833; 125 55.1245 24.7083 -0.895833;
126 48.437 24.7083 -0.895833; 127 45.4167 24.7083 -0.895833;
128 70.5521 24.7083 -0.895833; 129 68.4995 24.7083 -1.625;
130 61.812 24.7083 -1.625; 131 55.1245 24.7083 -1.625;
132 48.437 24.7083 -1.625; 133 45.4167 24.7083 -1.625;
134 70.5521 24.7083 -1.625; 135 68.4995 24.7083 -8.20833;
136 61.812 24.7083 -8.20833; 137 55.1245 24.7083 -8.20833;
138 48.437 24.7083 -8.20833; 139 45.4167 24.7083 -8.20833;
140 70.5521 24.7083 -8.20833; 141 70.5521 24.7083 -9.83333;
142 0 20.9 -9.83333; 143 71 20.9 -9.83333; 144 71 24.7084 0;
145 71 24.7083 -9.83333;
MEMBER INCIDENCES
1 1 81; 3 3 2; 6 6 5; 7 5 8; 8 8 9; 9 9 12; 10 12 13; 11 13 16; 12 6 8;
13 8 10; 14 10 12; 15 12 14; 16 14 16; 17 16 18; 18 18 20; 19 5 7; 20 7 9;
21 9 11; 22 11 13; 23 13 15; 25 15 17; 26 17 19; 28 20 21; 29 21 24; 30 24 25;
31 25 28; 32 28 29; 34 19 21; 35 21 23; 36 23 25; 37 25 27; 38 27 29; 39 20 22;
40 22 103; 41 24 99; 42 26 97; 43 28 95; 44 16 15; 45 20 19; 46 30 29;
50 33 86; 51 31 34; 52 4 3; 53 4 35; 54 3 36; 55 32 38; 56 32 31; 57 31 37;
60 40 39; 66 40 42; 67 42 44; 68 44 46; 69 46 48; 70 48 50; 71 50 52; 72 52 54;
73 39 41; 74 41 43; 75 43 45; 76 45 47; 77 47 49; 78 49 51; 79 51 53; 86 53 55;
87 55 57; 88 57 59; 89 59 61; 90 61 63; 91 54 56; 92 56 104; 93 58 100;
94 60 98; 95 62 96; 96 50 49; 97 54 53; 98 64 63; 102 65 35; 103 40 41;
104 41 44; 105 44 45; 106 45 48; 107 48 49; 108 53 56; 109 56 57; 110 57 60;
111 60 61; 112 61 64; 113 69 80; 114 71 70; 115 75 85; 116 73 76; 117 72 71;
118 74 73; 119 66 71; 120 65 72; 122 36 66; 123 74 68; 124 73 67; 125 67 37;
126 68 38; 127 5 39; 128 39 7; 129 7 43; 130 43 11; 131 11 47; 132 47 15;
133 15 49; 134 19 53; 135 19 55; 136 55 23; 137 23 59; 138 59 27; 139 27 63;
140 63 29; 141 6 40; 142 6 42; 143 42 10; 144 10 46; 145 46 14; 146 14 50;
147 16 50; 148 20 54; 149 54 22; 150 22 58; 151 58 26; 152 26 62; 153 62 30;
154 30 64; 155 41 8; 156 9 44; 157 45 12; 158 13 48; 159 55 22; 160 58 23;
161 59 26; 162 62 27; 163 77 4; 164 77 142; 165 78 142; 166 77 78; 167 79 77;
168 79 78; 169 80 78; 170 79 80; 171 81 79; 172 81 80; 173 82 144; 174 82 143;
175 83 143; 176 82 83; 177 84 82; 178 84 83; 179 85 83; 180 84 85; 181 86 84;
182 86 85; 183 93 39; 184 91 5; 185 89 40; 186 87 6; 187 29 92; 188 63 94;
189 30 117; 190 64 118; 191 88 38; 192 90 68; 193 92 37; 194 94 67; 195 65 89;
196 66 93; 197 36 91; 198 35 87; 199 95 30; 200 96 64; 201 97 28; 202 98 62;
203 99 26; 204 100 60; 205 101 24; 206 102 58; 207 103 101; 208 104 102;
220 133 139; 221 132 138; 222 131 137; 223 130 136; 224 129 135; 225 114 127;
226 127 133; 227 113 126; 228 126 132; 229 112 125; 230 125 131; 231 111 124;
232 124 130; 233 110 123; 234 123 129; 235 113 127; 236 112 126; 237 111 125;
238 110 124; 239 117 88; 240 118 90; 246 114 113; 247 113 112; 248 112 111;
249 111 110; 251 127 126; 252 126 125; 253 125 124; 254 124 123; 255 122 120;
256 120 128; 257 128 134; 258 134 140; 259 140 141; 260 123 128; 261 110 122;
262 133 103; 263 132 101; 264 131 99; 265 130 97; 266 129 95; 268 139 104;
269 138 102; 270 137 100; 271 136 98; 272 135 96; 273 142 72; 274 143 145;
275 4 142; 276 32 143; 277 144 32; 278 120 144; 279 145 74; 280 141 145;
START GROUP DEFINITION
MEMBER
_POST 1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 -
274 277 279
_CHORDS 12 TO 23 25 26 34 TO 43 66 TO 79 86 TO 95 183 TO 190 199 TO 208 239 240
_CHORD_DIAGNOLS 6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162
_POST_BRACING 164 166 168 170 172 174 176 178 180 182 275 276
_T_SUPPORT_BEAM 53 TO 55 57 102 119 120 122 TO 126
_CW_DIAGONAL 235 TO 238
_CW_STRINGERS 246 TO 249 251 TO 254 260 261
_CW_FLOORBEAM 220 TO 234
_CW_END_STRINGER 255 TO 259
_CW_VERT_BEAM 262 TO 266 268 TO 272
JOINT
END GROUP DEFINITION
SUPPORTS
1 33 69 75 FIXED
MEMBER RELEASE
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 164 166 168 170 -
172 174 176 178 180 182 275 276 START MP 0.99
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 164 166 168 170 -
172 174 176 178 180 182 275 276 END MP 0.99
183 184 235 TO 238 251 TO 254 260 START MY MZ
187 188 235 TO 238 251 TO 254 260 END MY MZ
262 TO 266 268 TO 272 END MZ
225 START MY MZ
227 START MY MZ
229 START MY MZ
231 START MY MZ
233 START MY MZ
255 START MY MZ
186 START MY MZ
185 START MY MZ
240 END MY MZ
239 END MY MZ
DEFINE MATERIAL START
ISOTROPIC ASTM_A53
E 4.176e+006
POISSON 0.3
DENSITY 0.489024
ALPHA 6e-006
DAMP 0.03
G 1.60615e+006
TYPE STEEL
STRENGTH FY 5040 FU 8640 RY 1.1 RT 1.2
ISOTROPIC ASTM_A36
E 4.176e+006
POISSON 0.3
DENSITY 0.489024
ALPHA 6e-006
DAMP 0.03
G 1.60615e+006
TYPE STEEL
STRENGTH FY 5184 FU 8352 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
53 TO 55 57 102 119 120 122 TO 126 191 TO 198 TABLE ST W10X77
164 166 168 170 172 174 176 178 180 182 275 276 TABLE ST L80808
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 TABLE ST PIPE OD 1.16667 ID 1.09333
12 TO 23 25 26 34 TO 43 66 TO 79 86 TO 95 183 TO 190 199 TO 208 239 -
240 TABLE ST PIPE OD 0.5525 ID 0.505833
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 161 -
162 TABLE ST PIPE OD 0.291667 ID 0.255
246 TO 249 251 TO 261 278 280 TABLE ST C8X13
235 TO 238 TABLE ST L40408
220 TO 234 262 TO 266 268 TO 272 TABLE ST W8X15
CONSTANTS
MATERIAL ASTM_A53 MEMB 1 3 6 TO 23 25 26 28 TO 32 34 TO 46 50 TO 52 56 60 -
66 TO 79 86 TO 98 103 TO 118 127 TO 163 165 167 169 171 173 175 177 179 181 -
183 TO 190 199 TO 208 239 240 273 274 277 279
MATERIAL ASTM_A36 MEMB 53 TO 55 57 102 119 120 122 TO 126 164 166 168 170 -
172 174 176 178 180 182 191 TO 198 220 TO 238 246 TO 249 251 TO 266 -
268 TO 272 275 276 278 280
LOAD 1 LOADTYPE Dead TITLE LOAD CASE 1 - SELFWEIGHT
SELFWEIGHT Y -1.05
MEMBER LOAD
227 229 231 UNI GY -0.025
225 233 UNI GY -0.0124
246 TO 249 251 TO 254 260 261 UNI GY -0.0136
JOINT LOAD
9 TO 16 21 22 FY -0.4693
9 TO 16 21 22 MX 1.384
82 84 FY -0.466
MEMBER LOAD
177 CON GY -0.466
LOAD 2 LOADTYPE Ice TITLE LOAD CASE 2 - ICE LOAD
MEMBER LOAD
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GY -0.011
12 TO 23 25 26 34 TO 43 66 TO 79 86 TO 95 183 TO 190 199 TO 208 239 -
240 UNI GY -0.005
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GY -0.003
164 166 168 170 174 176 178 180 275 276 UNI GY -0.008
53 TO 55 57 102 119 120 122 TO 126 UNI GY -0.034
172 182 UNI GY -0.013
220 TO 234 UNI GY -0.013
246 TO 249 251 TO 254 260 261 UNI GY -0.008
235 TO 238 UNI GY -0.007
227 229 231 UNI GY -0.134
225 233 UNI GY -0.067
246 TO 249 251 TO 254 260 261 UNI GY -0.0045
JOINT LOAD
9 TO 16 21 22 FY -0.213
9 TO 16 21 22 MX 0.673
9 TO 16 21 22 FY -0.0723
9 TO 16 21 22 MX 0.364
LOAD 3 LOADTYPE Wind TITLE LOAD CASE 3 - W1 WIND LOAD (EAST/WEST) LC 1
MEMBER LOAD
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GZ -0.045
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GX -0.009
12 TO 23 25 26 34 TO 43 66 TO 79 86 TO 95 183 TO 190 199 TO 208 239 -
240 UNI GZ -0.021
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GZ -0.011
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GX -0.002
164 166 168 170 174 176 178 180 275 276 UNI GZ -0.036
164 166 168 170 172 174 176 178 180 182 275 276 UNI GX -0.007
246 TO 249 251 TO 254 260 261 UNI GZ -0.036
235 TO 238 UNI GZ -0.018
JOINT LOAD
9 TO 16 21 22 FZ -1.315
9 TO 16 21 22 FX -0.034
9 TO 16 21 22 MY -0.108
**WIND LOAD ON CAGE LADDER TRANSFERRED TO POST - ASSUME 50% OF CAGE SURFACE
**RECEIVES WIND. UNIFORM LOAD N/S NORMAL = 0.058*0.5 = 0.029; UNIFORM LOAD
**E/W TRANSVERSE = 0.012*0.5 = 0.006
MEMBER LOAD
50 51 56 173 177 181 277 UNI GZ -0.029
50 51 56 173 177 181 277 UNI GX -0.006
LOAD 4 LOADTYPE Wind TITLE LOAD CASE 4 - W2 WIND LOAD (EAST/WEST) LC 2
MEMBER LOAD
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GZ -0.027
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GX -0.013
12 TO 23 25 26 34 TO 43 66 TO 79 86 TO 95 183 TO 190 199 TO 208 239 -
240 UNI GZ -0.021
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GZ -0.007
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GX -0.003
164 166 168 170 174 176 178 180 275 276 UNI GZ -0.022
164 166 168 170 172 174 176 178 180 182 275 276 UNI GX -0.011
246 TO 249 251 TO 254 260 261 UNI GZ -0.036
235 TO 238 UNI GZ -0.018
JOINT LOAD
9 TO 16 21 22 FZ -0.789
9 TO 16 21 22 FX -0.051
9 TO 16 21 22 MY -0.161
**WIND LOAD ON CAGE LADDER TRANSFERRED TO POST - ASSUME 50% OF CAGE SURFACE
**RECEIVES WIND. UNIFORM LOAD N/S NORMAL = 0.035*0.5 = 0.0175; UNIFORM LOAD
**E/W TRANSVERSE = 0.017*0.5 = 0.0085
MEMBER LOAD
50 51 56 173 177 181 277 UNI GZ -0.0175
50 51 56 173 177 181 277 UNI GX -0.0085
LOAD 5 LOADTYPE Wind TITLE LOAD CASE 5 - W3 WIND LOAD (NORTH/SOUTH) LC 1
MEMBER LOAD
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GX -0.045
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GZ -0.009
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GX -0.011
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GZ -0.002
164 166 168 170 172 174 176 178 180 182 275 276 UNI GX -0.036
164 166 168 170 174 176 178 180 275 276 UNI GZ -0.007
53 TO 55 57 102 119 120 122 TO 126 UNI GX -0.048
220 TO 234 UNI GX -0.037
235 TO 238 UNI GX -0.018
255 TO 259 UNI GX -0.036
JOINT LOAD
9 TO 16 21 22 FX -0.17
9 TO 16 21 22 FZ -0.263
9 TO 16 21 22 MY -0.537
**WIND LOAD ON CAGE LADDER TRANSFERRED TO POST - ASSUME 50% OF CAGE SURFACE
**RECEIVES WIND. UNIFORM LOAD E/W NORMAL = 0.058*0.5 = 0.029; UNIFORM LOAD
**N/S TRANSVERSE = 0.012*0.5 = 0.006
MEMBER LOAD
50 51 56 173 177 181 277 UNI GX -0.029
50 51 56 173 177 181 277 UNI GZ -0.006
LOAD 6 LOADTYPE Wind TITLE LOAD CASE 6 - W4 WIND LOAD (NORTH/SOUTH) LC 2
MEMBER LOAD
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GX -0.027
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GZ -0.013
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GX -0.007
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GZ -0.003
164 166 168 170 172 174 176 178 180 182 275 276 UNI GX -0.022
164 166 168 170 174 176 178 180 275 276 UNI GZ -0.011
53 TO 55 57 102 119 120 122 TO 126 UNI GX -0.048
220 TO 234 UNI GX -0.037
235 TO 238 UNI GX -0.018
255 TO 259 UNI GX -0.036
JOINT LOAD
9 TO 16 21 22 FX -0.102
9 TO 16 21 22 FZ -0.395
9 TO 16 21 22 MY -0.322
**WIND LOAD ON CAGE LADDER TRANSFERRED TO POST - ASSUME 50% OF CAGE SURFACE
**RECEIVES WIND. UNIFORM LOAD E/W NORMAL = 0.035*0.5 = 0.0175; UNIFORM LOAD
**N/S TRANSVERSE = 0.017*0.5 = 0.0085
MEMBER LOAD
50 51 56 173 177 181 277 UNI GX -0.0175
50 51 56 173 177 181 277 UNI GZ -0.0085
LOAD 7 LOADTYPE Temperature TITLE LOAD CASE 7 - THERMAL CONTRACTION (T1)
TEMPERATURE LOAD
1 3 6 TO 23 25 26 28 TO 32 34 TO 46 50 TO 57 60 66 TO 79 86 TO 98 102 TO 120 -
122 TO 208 220 TO 240 246 TO 249 251 TO 266 268 TO 272 TEMP 98
LOAD 8 LOADTYPE Temperature TITLE LOAD CASE 8 - THERMAL EXPANSION (T2)
TEMPERATURE LOAD
1 3 6 TO 23 25 26 28 TO 32 34 TO 46 50 TO 57 60 66 TO 79 86 TO 98 102 TO 120 -
122 TO 208 220 TO 240 246 TO 249 251 TO 266 268 TO 272 TEMP -52
LOAD 9 LOADTYPE Wind TITLE LOAD CASE 9 - FATIGUE TRUCK INDUCED GUST
MEMBER LOAD
12 TO 23 25 26 34 TO 43 66 TO 79 86 TO 95 183 TO 190 199 TO 208 239 -
240 UNI GY -0.006
164 166 168 170 172 174 176 178 180 182 275 276 UNI GY -0.012
53 TO 55 57 102 119 120 122 TO 126 UNI GY -0.016
220 TO 234 UNI GY -0.013
246 TO 249 251 TO 261 UNI GY -0.012
235 TO 238 UNI GY -0.006
JOINT LOAD
9 TO 16 21 22 FY -0.199
9 TO 16 21 22 MX 0.627
LOAD 10 LOADTYPE Wind TITLE LOAD CASE 10 - FATIGUE NATURAL WIND GUST #1
MEMBER LOAD
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GZ -0.007
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GX -0.001
12 TO 23 25 26 34 TO 43 66 TO 79 86 TO 95 183 TO 190 199 TO 208 239 -
240 UNI GZ -0.003
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GZ -0.002
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GX -0.0004
164 166 168 170 174 176 178 180 275 276 UNI GZ -0.006
164 166 168 170 172 174 176 178 180 182 275 276 UNI GX -0.001
246 TO 249 251 TO 254 260 261 UNI GZ -0.006
235 TO 238 UNI GZ -0.003
JOINT LOAD
9 TO 16 21 22 FZ -0.213
9 TO 16 21 22 FX -0.006
9 TO 16 21 22 MY -0.0175
**WIND LOAD ON CAGE LADDER TRANSFERRED TO POST - ASSUME 50% OF CAGE SURFACE
**RECEIVES WIND. UNIFORM LOAD N/S NORMAL = 0.009*0.5 = 0.0045; UNIFORM LOAD
**E/W TRANSVERSE = 0.002*0.5 = 0.006
MEMBER LOAD
50 51 56 173 177 181 277 UNI GZ -0.0045
50 51 56 173 177 181 277 UNI GX -0.001
LOAD 11 LOADTYPE Wind TITLE LOAD CASE 11 - FATIGUE NATURAL WIND GUST #2
MEMBER LOAD
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GZ -0.004
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GX -0.002
12 TO 23 25 26 34 TO 43 66 TO 79 86 TO 95 183 TO 190 199 TO 208 239 -
240 UNI GZ -0.003
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GZ -0.001
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GX -0.0005
164 166 168 170 174 176 178 180 275 276 UNI GZ -0.004
164 166 168 170 172 174 176 178 180 182 275 276 UNI GX -0.002
246 TO 249 251 TO 254 260 261 UNI GZ -0.006
235 TO 238 UNI GZ -0.003
JOINT LOAD
9 TO 16 21 22 FZ -0.128
9 TO 16 21 22 FX -0.008
9 TO 16 21 22 MY -0.026
**WIND LOAD ON CAGE LADDER TRANSFERRED TO POST - ASSUME 50% OF CAGE SURFACE
**RECEIVES WIND. UNIFORM LOAD N/S NORMAL = 0.006*0.5 = 0.003; UNIFORM LOAD
**E/W TRANSVERSE = 0.003*0.5 = 0.0015
MEMBER LOAD
50 51 56 173 177 181 277 UNI GZ -0.003
50 51 56 173 177 181 277 UNI GX -0.0015
LOAD 12 LOADTYPE Wind TITLE LOAD CASE 12 FATIGUE NATURAL WIND GUST #3
MEMBER LOAD
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GX -0.007
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GZ -0.001
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GX -0.002
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GZ -0.0004
164 166 168 170 172 174 176 178 180 182 275 276 UNI GX -0.006
164 166 168 170 174 176 178 180 275 276 UNI GZ -0.001
53 TO 55 57 102 119 120 122 TO 126 UNI GX -0.008
220 TO 234 UNI GX -0.006
235 TO 238 UNI GX -0.003
255 TO 259 UNI GX -0.006
JOINT LOAD
9 TO 16 21 22 FX -0.028
9 TO 16 21 22 FZ -0.043
9 TO 16 21 22 MY -0.087
**WIND LOAD ON CAGE LADDER TRANSFERRED TO POST - ASSUME 50% OF CAGE SURFACE
**RECEIVES WIND. UNIFORM LOAD E/W NORMAL = 0.009*0.5 = 0.0045; UNIFORM LOAD
**N/S TRANSVERSE = 0.002*0.5 = 0.001
MEMBER LOAD
50 51 56 173 177 181 277 UNI GX -0.0045
50 51 56 173 177 181 277 UNI GZ -0.001
LOAD 13 LOADTYPE Wind TITLE LOAD CASE 13 FATIGUE NATURAL WIND GUST #4
MEMBER LOAD
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GX -0.004
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GZ -0.002
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GX -0.001
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GZ -0.0005
164 166 168 170 172 174 176 178 180 182 275 276 UNI GX -0.004
164 166 168 170 174 176 178 180 275 276 UNI GZ -0.002
53 TO 55 57 102 119 120 122 TO 126 UNI GX -0.008
220 TO 234 UNI GX -0.006
235 TO 238 UNI GX -0.003
255 TO 259 UNI GX -0.006
JOINT LOAD
9 TO 16 21 22 FX -0.017
9 TO 16 21 22 FZ -0.064
9 TO 16 21 22 MY -0.052
**WIND LOAD ON CAGE LADDER TRANSFERRED TO POST - ASSUME 50% OF CAGE SURFACE
**RECEIVES WIND. UNIFORM LOAD E/W NORMAL = 0.006*0.5 = 0.003; UNIFORM LOAD
**N/S TRANSVERSE = 0.003*0.5 = 0.0015
MEMBER LOAD
50 51 56 173 177 181 277 UNI GX -0.003
50 51 56 173 177 181 277 UNI GZ -0.0015
LOAD 14 LOADTYPE Live TITLE LOAD CASE 14 - LIVE LOAD I (CATWALK DESIGN ONLY)
JOINT LOAD
111 TO 113 FY -1.672
110 114 FY -0.836
MEMBER LOAD
221 TO 223 227 TO 232 UNI GY -0.268
220 224 TO 226 233 234 UNI GY -0.134
LOAD COMB 15 COMBINATION LOAD CASE 15 - DL
1 1.0
LOAD COMB 16 COMBINATION LOAD CASE 16 - DL+W1
1 1.0 3 1.0
LOAD COMB 17 COMBINATION LOAD CASE 17 - DL+W2
1 1.0 4 1.0
LOAD COMB 18 COMBINATION LOAD CASE 18 - DL+W3
1 1.0 5 1.0
LOAD COMB 19 COMBINATION LOAD CASE 19 - DL+W4
1 1.0 6 1.0
LOAD COMB 20 COMBINATION LOAD CASE 20 - DL+T1
1 1.0 7 1.0
LOAD COMB 21 COMBINATION LOAD CASE 21 - DL+T2
1 1.0 8 1.0
LOAD COMB 22 COMBINATION LOAD CASE 22 - DL+W1+T1
1 1.0 3 1.0 7 1.0
LOAD COMB 23 COMBINATION LOAD CASE 23 - DL+W1+T2
1 1.0 3 1.0 8 1.0
LOAD COMB 24 COMBINATION LOAD CASE 24 - DL+W2+T1
1 1.0 4 1.0 7 1.0
LOAD COMB 25 COMBINATION LOAD CASE 25 - DL+W2+T2
1 1.0 4 1.0 8 1.0
LOAD COMB 26 COMBINATION LOAD CASE 26 - DL+W3+T1
1 1.0 5 1.0 7 1.0
LOAD COMB 27 COMBINATION LOAD CASE 27 - DL+W3+T2
1 1.0 5 1.0 8 1.0
LOAD COMB 28 COMBINATION LOAD CASE 28 - DL+W4+T1
1 1.0 6 1.0 7 1.0
LOAD COMB 29 COMBINATION LOAD CASE 29 - DL+W4+T2
1 1.0 6 1.0 8 1.0
LOAD COMB 30 COMBINATION LOAD CASE 30 - DL+ICE+0.5W1
1 1.0 2 1.0 3 0.5
LOAD COMB 31 COMBINATION LOAD CASE 31 - DL+ICE+0.5W2
1 1.0 2 1.0 4 0.5
LOAD COMB 32 COMBINATION LOAD CASE 32 - DL+ICE+0.5W3
1 1.0 2 1.0 5 0.5
LOAD COMB 33 COMBINATION LOAD CASE 33 - DL+ICE+0.5W4
1 1.0 2 1.0 6 0.5
LOAD COMB 34 COMBINATION LOAD CASE 34 - FATIGUE1
9 1.0
LOAD COMB 35 COMBINATION LOAD CASE 35 - FATIGUE2
10 1.0
LOAD COMB 36 COMBINATION LOAD CASE 36 - FATIGUE3
11 1.0
LOAD COMB 37 COMBINATION LOAD CASE 37 - FATIGUE4
12 1.0
LOAD COMB 38 COMBINATION LOAD CASE 38 - FATIGUE5
13 1.0
PERFORM ANALYSIS PRINT STATICS CHECK
PARAMETER 1
CODE AISC
FYLD 5040 MEMB 1 3 6 TO 23 25 26 28 TO 32 34 TO 46 50 TO 52 56 60 66 TO 79 -
86 TO 98 103 TO 118 127 TO 190 199 TO 208 239 240 273 TO 277 279
FYLD 5184 MEMB 53 TO 55 57 102 119 120 122 TO 126 164 166 168 170 172 174 -
176 178 180 182 191 TO 198 220 TO 238 246 TO 249 251 TO 266 268 TO 272 275 -
276 278 280
KZ 1.2 MEMB 1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 -
181 273 274 277 279
KY 1.2 MEMB 1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 -
181 273 274 277 279
TORSION 1 ALL
CHECK CODE ALL
FINISH

Node Instability

Catherine Stanley — Thu, 09 Nov 2017 04:04:03 GMT

Hi,

When I run my STAAD model, I get a warning message that reads "warning - instability at joint 114 Direction = MX". The joint is within the catwalk framing and is at the intersection of the main transverse cantilever beam and a continuous longitudinal beam. I released the MY and MZ at joint 114 of beam 225 (cantilever beam "free end") . The intent is for the continuous longitudinal beam (beams 246 to 249, 261) to transfer only the FX, FY and FZ forces to the cantilever beam end. So the moments at the cantilever end should be 0 and moments along the continuous long. beam would be positive and negative moments.

Can someone please help me? Please see input.

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 18-Oct-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET KIP
JOINT COORDINATES
1 0 0 0; 2 0 40 0; 3 0 32.2917 0; 4 0 25.7083 0; 5 1.0625 32.7917 -1.625;
6 1.0625 26.2083 -1.625; 7 7.75 32.7917 -1.625; 8 7.75 26.2083 -1.625;
9 14.4375 32.7917 -1.625; 10 14.4375 26.2083 -1.625; 11 21.125 32.7917 -1.625;
12 21.125 26.2083 -1.625; 13 27.8125 32.7917 -1.625; 14 27.8125 26.2083 -1.625;
15 34.5 32.7917 -1.625; 16 34.5 26.2083 -1.625; 17 35.5 32.7917 -1.625;
18 35.5 26.2083 -1.625; 19 36.5 32.7917 -1.625; 20 36.5 26.2083 -1.625;
21 43.1875 32.7917 -1.625; 22 43.1875 26.2083 -1.625; 23 49.875 32.7917 -1.625;
24 49.875 26.2083 -1.625; 25 56.5625 32.7917 -1.625; 26 56.5625 26.2083 -1.625;
27 63.25 32.7917 -1.625; 28 63.25 26.2083 -1.625; 29 69.9375 32.7917 -1.625;
30 69.9375 26.2083 -1.625; 31 71 32.2917 0; 32 71 25.7083 0; 33 71 0 0;
34 71 33.125 0; 35 0 25.7083 -1.625; 36 0 32.2917 -1.625; 37 71 32.2917 -1.625;
38 71 25.7083 -1.625; 39 1.0625 32.7917 -8.20833; 40 1.0625 26.2083 -8.20833;
41 7.75 32.7917 -8.20833; 42 7.75 26.2083 -8.20833;
43 14.4375 32.7917 -8.20833; 44 14.4375 26.2083 -8.20833;
45 21.125 32.7917 -8.20833; 46 21.125 26.2083 -8.20833;
47 27.8125 32.7917 -8.20833; 48 27.8125 26.2083 -8.20833;
49 34.5 32.7917 -8.20833; 50 34.5 26.2083 -8.20833; 51 35.5 32.7917 -8.20833;
52 35.5 26.2083 -8.20833; 53 36.5 32.7917 -8.20833; 54 36.5 26.2083 -8.20833;
55 43.1875 32.7917 -8.20833; 56 43.1875 26.2083 -8.20833;
57 49.875 32.7917 -8.20833; 58 49.875 26.2083 -8.20833;
59 56.5625 32.7917 -8.20833; 60 56.5625 26.2083 -8.20833;
61 63.25 32.7917 -8.20833; 62 63.25 26.2083 -8.20833;
63 69.9375 32.7917 -8.20833; 64 69.9375 26.2083 -8.20833;
65 0 25.7083 -8.20833; 66 0 32.2917 -8.20833; 67 71 32.2917 -8.20833;
68 71 25.7083 -8.20833; 69 0 0 -9.83333; 70 0 33.125 -9.83333;
71 0 32.2917 -9.83333; 72 0 25.7083 -9.83333; 73 71 32.2917 -9.83333;
74 71 25.7083 -9.83333; 75 71 0 -9.83333; 76 71 33.125 -9.83333;
77 0 16.0916 0; 78 0 11.2833 -9.83333; 79 0 6.475 0; 80 0 1.66666 -9.83333;
81 0 1.66666 0; 82 71 16.0916 0; 83 71 11.2833 -9.83333; 84 71 6.475 0;
85 71 1.66666 -9.83333; 86 71 1.66666 0; 87 0 26.2083 -1.625;
88 71 26.2083 -1.625; 89 0 26.2083 -8.20833; 90 71 26.2083 -8.20833;
91 0 32.7917 -1.625; 92 71 32.7917 -1.625; 93 0 32.7917 -8.20833;
94 71 32.7917 -8.20833; 95 68.4995 26.2083 -1.625; 96 68.4995 26.2083 -8.20833;
97 61.812 26.2083 -1.625; 98 61.812 26.2083 -8.20833;
99 55.1245 26.2083 -1.625; 100 55.1245 26.2083 -8.20833;
101 48.437 26.2083 -1.625; 102 48.437 26.2083 -8.20833;
103 45.4167 26.2083 -1.625; 104 45.4167 26.2083 -8.20833;
110 68.4995 24.7083 3.44792; 111 61.812 24.7083 3.44792;
112 55.1245 24.7083 3.44792; 113 48.437 24.7083 3.44792;
114 45.4167 24.7083 3.44792; 117 70.5521 26.2083 -1.625;
118 70.5521 26.2083 -8.20833; 120 70.5521 24.7083 0;
122 70.5521 24.7083 3.44792; 123 68.4995 24.7083 -0.895833;
124 61.812 24.7083 -0.895833; 125 55.1245 24.7083 -0.895833;
126 48.437 24.7083 -0.895833; 127 45.4167 24.7083 -0.895833;
128 70.5521 24.7083 -0.895833; 129 68.4995 24.7083 -1.625;
130 61.812 24.7083 -1.625; 131 55.1245 24.7083 -1.625;
132 48.437 24.7083 -1.625; 133 45.4167 24.7083 -1.625;
134 70.5521 24.7083 -1.625; 135 68.4995 24.7083 -8.20833;
136 61.812 24.7083 -8.20833; 137 55.1245 24.7083 -8.20833;
138 48.437 24.7083 -8.20833; 139 45.4167 24.7083 -8.20833;
140 70.5521 24.7083 -8.20833; 141 70.5521 24.7083 -9.83333;
142 0 20.9 -9.83333; 143 71 20.9 -9.83333; 144 71 24.7084 0;
145 71 24.7083 -9.83333;
MEMBER INCIDENCES
1 1 81; 3 3 2; 6 6 5; 7 5 8; 8 8 9; 9 9 12; 10 12 13; 11 13 16; 12 6 8;
13 8 10; 14 10 12; 15 12 14; 16 14 16; 17 16 18; 18 18 20; 19 5 7; 20 7 9;
21 9 11; 22 11 13; 23 13 15; 25 15 17; 26 17 19; 28 20 21; 29 21 24; 30 24 25;
31 25 28; 32 28 29; 34 19 21; 35 21 23; 36 23 25; 37 25 27; 38 27 29; 39 20 22;
40 22 103; 41 24 99; 42 26 97; 43 28 95; 44 16 15; 45 20 19; 46 30 29;
50 33 86; 51 31 34; 52 4 3; 53 4 35; 54 3 36; 55 32 38; 56 32 31; 57 31 37;
60 40 39; 66 40 42; 67 42 44; 68 44 46; 69 46 48; 70 48 50; 71 50 52; 72 52 54;
73 39 41; 74 41 43; 75 43 45; 76 45 47; 77 47 49; 78 49 51; 79 51 53; 86 53 55;
87 55 57; 88 57 59; 89 59 61; 90 61 63; 91 54 56; 92 56 104; 93 58 100;
94 60 98; 95 62 96; 96 50 49; 97 54 53; 98 64 63; 102 65 35; 103 40 41;
104 41 44; 105 44 45; 106 45 48; 107 48 49; 108 53 56; 109 56 57; 110 57 60;
111 60 61; 112 61 64; 113 69 80; 114 71 70; 115 75 85; 116 73 76; 117 72 71;
118 74 73; 119 66 71; 120 65 72; 122 36 66; 123 74 68; 124 73 67; 125 67 37;
126 68 38; 127 5 39; 128 39 7; 129 7 43; 130 43 11; 131 11 47; 132 47 15;
133 15 49; 134 19 53; 135 19 55; 136 55 23; 137 23 59; 138 59 27; 139 27 63;
140 63 29; 141 6 40; 142 6 42; 143 42 10; 144 10 46; 145 46 14; 146 14 50;
147 16 50; 148 20 54; 149 54 22; 150 22 58; 151 58 26; 152 26 62; 153 62 30;
154 30 64; 155 41 8; 156 9 44; 157 45 12; 158 13 48; 159 55 22; 160 58 23;
161 59 26; 162 62 27; 163 77 4; 164 77 142; 165 78 142; 166 77 78; 167 79 77;
168 79 78; 169 80 78; 170 79 80; 171 81 79; 172 81 80; 173 82 144; 174 82 143;
175 83 143; 176 82 83; 177 84 82; 178 84 83; 179 85 83; 180 84 85; 181 86 84;
182 86 85; 183 93 39; 184 91 5; 185 89 40; 186 87 6; 187 29 92; 188 63 94;
189 30 117; 190 64 118; 191 88 38; 192 90 68; 193 92 37; 194 94 67; 195 65 89;
196 66 93; 197 36 91; 198 35 87; 199 95 30; 200 96 64; 201 97 28; 202 98 62;
203 99 26; 204 100 60; 205 101 24; 206 102 58; 207 103 101; 208 104 102;
220 133 139; 221 132 138; 222 131 137; 223 130 136; 224 129 135; 225 114 127;
226 127 133; 227 113 126; 228 126 132; 229 112 125; 230 125 131; 231 111 124;
232 124 130; 233 110 123; 234 123 129; 235 113 127; 236 112 126; 237 111 125;
238 110 124; 239 117 88; 240 118 90; 246 114 113; 247 113 112; 248 112 111;
249 111 110; 251 127 126; 252 126 125; 253 125 124; 254 124 123; 255 122 120;
256 120 128; 257 128 134; 258 134 140; 259 140 141; 260 123 128; 261 110 122;
262 133 103; 263 132 101; 264 131 99; 265 130 97; 266 129 95; 268 139 104;
269 138 102; 270 137 100; 271 136 98; 272 135 96; 273 142 72; 274 143 145;
275 4 142; 276 32 143; 277 144 32; 278 120 144; 279 145 74; 280 141 145;
START GROUP DEFINITION
MEMBER
_POST 1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 -
274 277 279
_CHORDS 12 TO 23 25 26 34 TO 43 66 TO 79 86 TO 95 183 TO 190 199 TO 208 239 240
_CHORD_DIAGNOLS 6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162
_POST_BRACING 164 166 168 170 172 174 176 178 180 182 275 276
_T_SUPPORT_BEAM 53 TO 55 57 102 119 120 122 TO 126
_CW_DIAGONAL 235 TO 238
_CW_STRINGERS 246 TO 249 251 TO 254 260 261
_CW_FLOORBEAM 220 TO 234
_CW_END_STRINGER 255 TO 259
_CW_VERT_BEAM 262 TO 266 268 TO 272
JOINT
END GROUP DEFINITION
SUPPORTS
1 33 69 75 FIXED
MEMBER RELEASE
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 164 166 168 170 -
172 174 176 178 180 182 275 276 START MP 0.99
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 164 166 168 170 -
172 174 176 178 180 182 275 276 END MP 0.99
183 TO 186 235 TO 238 251 TO 254 260 START MX MY MZ
187 188 235 TO 240 251 TO 254 259 260 END MX MY MZ
262 TO 266 268 TO 272 END MZ
255 START MX MY MZ
227 START MX MY MZ
229 START MX MY MZ
231 START MX MY MZ
233 START MX MY MZ
225 START MY MZ
DEFINE MATERIAL START
ISOTROPIC STEEL
E 4.176e+006
POISSON 0.3
DENSITY 0.489024
ALPHA 6e-006
DAMP 0.03
TYPE STEEL
STRENGTH FY 5184 FU 8352 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
53 TO 55 57 102 119 120 122 TO 126 TABLE ST W10X77
164 166 168 170 172 174 176 178 180 182 275 276 TABLE ST L80808
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 TABLE ST PIPE OD 0.895833 ID 0.835
12 TO 23 25 26 34 TO 43 66 TO 79 86 TO 95 183 TO 190 199 TO 208 239 -
240 TABLE ST PIPE OD 0.463583 ID 0.420583
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 161 -
162 TABLE ST PIPE OD 0.239583 ID 0.20575
246 TO 249 251 TO 261 278 280 TABLE ST C8X13
235 TO 238 TABLE ST L40408
220 TO 234 262 TO 266 268 TO 272 TABLE ST W8X15
191 TO 198 TABLE ST W8X10
CONSTANTS
MATERIAL STEEL ALL
LOAD 1 LOADTYPE Dead TITLE LOAD CASE 1 - SELFWEIGHT
SELFWEIGHT Y -1.05
LOAD 2 LOADTYPE Ice TITLE LOAD CASE 2 - ICE LOAD
MEMBER LOAD
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GY -0.008
12 TO 23 25 26 34 TO 43 66 TO 79 86 TO 95 183 TO 190 199 TO 208 239 -
240 UNI GY -0.004
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GY -0.002
164 166 168 170 174 176 178 180 275 276 UNI GY -0.008
53 TO 55 57 102 119 120 122 TO 126 UNI GY -0.034
172 182 UNI GY -0.013
220 TO 234 UNI GY -0.013
246 TO 249 251 TO 254 260 261 UNI GY -0.008
235 TO 238 UNI GY -0.007
227 229 231 UNI GY -0.134
225 233 UNI GY -0.067
246 TO 249 251 TO 254 260 261 UNI GY -0.0045
JOINT LOAD
9 TO 16 19 TO 22 FY -0.177
9 TO 16 19 TO 22 MX 0.522
9 TO 16 19 TO 22 FY -0.0603
9 TO 16 19 TO 22 MX 0.226
LOAD 3 LOADTYPE Wind TITLE LOAD CASE 3 - WIND LOAD (EAST/WEST) LC 1
MEMBER LOAD
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GZ -0.035
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GX -0.007
12 TO 23 25 26 34 TO 43 66 TO 79 86 TO 95 183 TO 190 199 TO 208 239 -
240 UNI GZ -0.018
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GZ -0.009
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GX -0.002
164 166 168 170 174 176 178 180 275 276 UNI GZ -0.036
164 166 168 170 172 174 176 178 180 182 275 276 UNI GX -0.007
246 TO 249 251 TO 254 260 261 UNI GZ -0.036
235 TO 238 UNI GZ -0.018
JOINT LOAD
9 TO 16 19 TO 22 FZ -1.096
9 TO 16 19 TO 22 FX -0.0284
9 TO 16 19 TO 22 MY -0.084
MEMBER LOAD
50 51 56 173 177 181 277 UNI GZ -0.058
50 51 56 173 177 181 277 UNI GX -0.012
LOAD 4 LOADTYPE Wind TITLE LOAD CASE 4 - WIND LOAD (EAST/WEST)LC 2
MEMBER LOAD
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GZ -0.021
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GX -0.01
12 TO 23 25 26 34 TO 43 66 TO 79 86 TO 95 183 TO 190 199 TO 208 239 -
240 UNI GZ -0.018
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GZ -0.006
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GX -0.003
164 166 168 170 174 176 178 180 275 276 UNI GZ -0.022
164 166 168 170 172 174 176 178 180 182 275 276 UNI GX -0.011
246 TO 249 251 TO 254 260 261 UNI GZ -0.036
235 TO 238 UNI GZ -0.018
JOINT LOAD
9 TO 16 19 TO 22 FZ -0.658
9 TO 16 19 TO 22 FX -0.043
9 TO 16 19 TO 22 MY -0.1255
MEMBER LOAD
50 51 56 173 177 181 277 UNI GZ -0.035
50 51 56 173 177 181 277 UNI GX -0.017
LOAD 5 LOADTYPE Wind TITLE LOAD CASE 5 - WIND LOAD (NORTH/SOUTH) LC 1
MEMBER LOAD
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GX -0.035
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GZ -0.007
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GX -0.009
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GZ -0.002
164 166 168 170 172 174 176 178 180 182 275 276 UNI GX -0.036
164 166 168 170 174 176 178 180 275 276 UNI GZ -0.007
53 TO 55 57 102 119 120 122 TO 126 UNI GX -0.048
220 TO 234 UNI GX -0.037
235 TO 238 UNI GX -0.018
255 TO 259 UNI GX -0.036
JOINT LOAD
9 TO 16 19 TO 22 FX -0.142
9 TO 16 19 TO 22 FZ -0.22
9 TO 16 19 TO 22 MY -0.4182
MEMBER LOAD
50 51 56 173 177 181 277 UNI GX -0.058
50 51 56 173 177 181 277 UNI GZ -0.012
LOAD 6 LOADTYPE Wind TITLE LOAD CASE 6 - WIND LOAD (NORTH/SOUTH) LC 2
MEMBER LOAD
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GX -0.021
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GZ -0.01
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GX -0.006
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GZ -0.003
164 166 168 170 172 174 176 178 180 182 275 276 UNI GX -0.022
164 166 168 170 174 176 178 180 275 276 UNI GZ -0.011
53 TO 55 57 102 119 120 122 TO 126 UNI GX -0.048
220 TO 234 UNI GX -0.037
235 TO 238 UNI GX -0.018
255 TO 259 UNI GX -0.036
JOINT LOAD
9 TO 16 19 TO 22 FX -0.085
9 TO 16 19 TO 22 FZ -0.329
9 TO 16 19 TO 22 MY -0.2953
MEMBER LOAD
50 51 56 173 177 181 277 UNI GX -0.035
50 51 56 173 177 181 277 UNI GZ -0.017
LOAD 7 LOADTYPE Temperature TITLE LOAD CASE 7 - THERMAL CONTRACTION
TEMPERATURE LOAD
1 3 6 TO 23 25 26 28 TO 32 34 TO 46 50 TO 57 60 66 TO 79 86 TO 98 102 TO 120 -
122 TO 208 220 TO 240 246 TO 249 251 TO 266 268 TO 272 TEMP 98
LOAD 8 LOADTYPE Temperature TITLE LOAD CASE 8 - THERMAL EXPANSION
TEMPERATURE LOAD
1 3 6 TO 23 25 26 28 TO 32 34 TO 46 50 TO 57 60 66 TO 79 86 TO 98 102 TO 120 -
122 TO 208 220 TO 240 246 TO 249 251 TO 266 268 TO 272 TEMP -52
LOAD 9 LOADTYPE Wind TITLE LOAD CASE 9 - FATIGUE TRUCK INDUCED GUST
MEMBER LOAD
12 TO 23 25 26 34 TO 43 66 TO 79 86 TO 95 183 TO 190 199 TO 208 239 -
240 UNI GY -0.006
164 166 168 170 172 174 176 178 180 182 275 276 UNI GY -0.012
53 TO 55 57 102 119 120 122 TO 126 UNI GY -0.016
220 TO 234 UNI GY -0.013
246 TO 249 251 TO 261 UNI GY -0.012
235 TO 238 UNI GY -0.006
JOINT LOAD
9 TO 16 19 TO 22 FY -0.1656
9 TO 16 19 TO 22 MX 0.4882
LOAD 10 LOADTYPE Wind TITLE LOAD CASE 10 - FATIGUE NATURAL WIND GUST #1
MEMBER LOAD
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GZ -0.006
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GX -0.001
12 TO 23 25 26 34 TO 43 66 TO 79 86 TO 95 183 TO 190 199 TO 208 239 -
240 UNI GZ -0.003
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GZ -0.001
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GX -0.0003
164 166 168 170 174 176 178 180 275 276 UNI GZ -0.006
164 166 168 170 172 174 176 178 180 182 275 276 UNI GX -0.001
246 TO 249 251 TO 254 260 261 UNI GZ -0.006
235 TO 238 UNI GZ -0.003
JOINT LOAD
9 TO 16 19 TO 22 FZ -0.1774
9 TO 16 19 TO 22 FX -0.005
9 TO 16 19 TO 22 MY -0.0136
MEMBER LOAD
50 51 56 173 177 181 277 UNI GZ -0.009
50 51 56 173 177 181 277 UNI GX -0.002
LOAD 11 LOADTYPE Wind TITLE LOAD CASE 11 - FATIGUE NATURAL WIND GUST #2
MEMBER LOAD
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GZ -0.003
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GX -0.002
12 TO 23 25 26 34 TO 43 66 TO 79 86 TO 95 183 TO 190 199 TO 208 239 -
240 UNI GZ -0.003
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GZ -0.001
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GX -0.0004
164 166 168 170 174 176 178 180 275 276 UNI GZ -0.004
164 166 168 170 172 174 176 178 180 182 275 276 UNI GX -0.002
246 TO 249 251 TO 254 260 261 UNI GZ -0.006
235 TO 238 UNI GZ -0.003
JOINT LOAD
9 TO 16 19 TO 22 FZ -0.1065
9 TO 16 19 TO 22 FX -0.007
9 TO 16 19 TO 22 MY -0.0203
MEMBER LOAD
50 51 56 173 177 181 277 UNI GZ -0.006
50 51 56 173 177 181 277 UNI GX -0.003
LOAD 12 LOADTYPE Wind TITLE LOAD CASE 12 FATIGUE NATURAL WIND GUST #3
MEMBER LOAD
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GX -0.006
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GZ -0.001
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GX -0.001
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GZ -0.0003
164 166 168 170 172 174 176 178 180 182 275 276 UNI GX -0.006
164 166 168 170 174 176 178 180 275 276 UNI GZ -0.001
53 TO 55 57 102 119 120 122 TO 126 UNI GX -0.008
220 TO 234 UNI GX -0.006
235 TO 238 UNI GX -0.003
255 TO 259 UNI GX -0.006
JOINT LOAD
9 TO 16 19 TO 22 FX -0.023
9 TO 16 19 TO 22 FZ -0.0355
9 TO 16 19 TO 22 MY -0.0678
MEMBER LOAD
50 51 56 173 177 181 277 UNI GX -0.009
50 51 56 173 177 181 277 UNI GZ -0.002
LOAD 13 LOADTYPE Wind TITLE LOAD CASE 13 FATIGUE NATURAL WIND GUST #4
MEMBER LOAD
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GX -0.003
1 3 50 TO 52 56 113 TO 118 163 165 167 169 171 173 175 177 179 181 273 274 -
277 279 UNI GZ -0.002
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GX -0.001
6 TO 11 28 TO 32 44 TO 46 60 96 TO 98 103 TO 112 127 TO 162 UNI GZ -0.0004
164 166 168 170 172 174 176 178 180 182 275 276 UNI GX -0.004
164 166 168 170 174 176 178 180 275 276 UNI GZ -0.002
53 TO 55 57 102 119 120 122 TO 126 UNI GX -0.008
220 TO 234 UNI GX -0.006
235 TO 238 UNI GX -0.003
255 TO 259 UNI GX -0.006
JOINT LOAD
9 TO 16 19 TO 22 FX -0.0138
9 TO 16 19 TO 22 FZ -0.0532
9 TO 16 19 TO 22 MY -0.0407
MEMBER LOAD
50 51 56 173 177 181 277 UNI GX -0.006
50 51 56 173 177 181 277 UNI GZ -0.003
LOAD 14 LOADTYPE Live TITLE LOAD CASE 14 - LIVE LOAD I (CATWALK DESIGN ONLY)
JOINT LOAD
111 TO 113 FY -1.672
110 114 FY -0.836
MEMBER LOAD
221 TO 223 227 TO 232 UNI GY -0.268
220 224 TO 226 233 234 UNI GY -0.134
UNIT INCHES KIP
LOAD COMB 15 COMBINATION LOAD CASE 15 - DL
1 1.0
LOAD COMB 16 COMBINATION LOAD CASE 16 - DL+W1
1 1.0 3 1.0
LOAD COMB 17 COMBINATION LOAD CASE 17 - DL+W2
1 1.0 4 1.0
LOAD COMB 18 COMBINATION LOAD CASE 18 - DL+W3
1 1.0 5 1.0
LOAD COMB 19 COMBINATION LOAD CASE 19 - DL+W4
1 1.0 6 1.0
LOAD COMB 20 COMBINATION LOAD CASE 20 - DL+T1
1 1.0 7 1.0
LOAD COMB 21 COMBINATION LOAD CASE 21 - DL+T2
1 1.0 8 1.0
LOAD COMB 22 COMBINATION LOAD CASE 22 - DL+W1+T1
1 1.0 3 1.0 7 1.0
LOAD COMB 23 COMBINATION LOAD CASE 23 - DL+W1+T2
1 1.0 3 1.0 8 1.0
LOAD COMB 24 COMBINATION LOAD CASE 24 - DL+W2+T1
1 1.0 4 1.0 7 1.0
LOAD COMB 25 COMBINATION LOAD CASE 25 - DL+W2+T2
1 1.0 4 1.0 8 1.0
LOAD COMB 26 COMBINATION LOAD CASE 26 - DL+W3+T1
1 1.0 5 1.0 7 1.0
LOAD COMB 27 COMBINATION LOAD CASE 27 - DL+W3+T2
1 1.0 5 1.0 8 1.0
LOAD COMB 28 COMBINATION LOAD CASE 28 - DL+W4+T1
1 1.0 6 1.0 7 1.0
LOAD COMB 29 COMBINATION LOAD CASE 29 - DL+W4+T2
1 1.0 6 1.0 8 1.0
LOAD COMB 30 COMBINATION LOAD CASE 30 - DL+ICE+0.5W1
1 1.0 2 1.0 3 0.5
LOAD COMB 31 COMBINATION LOAD CASE 31 - DL+ICE+0.5W2
1 1.0 2 1.0 4 0.5
LOAD COMB 32 COMBINATION LOAD CASE 32 - DL+ICE+0.5W3
1 1.0 2 1.0 5 0.5
LOAD COMB 33 COMBINATION LOAD CASE 33 - DL+ICE+0.5W4
1 1.0 2 1.0 6 0.5
LOAD COMB 34 COMBINATION LOAD CASE 34 - FATIGUE1
9 1.0
LOAD COMB 35 COMBINATION LOAD CASE 35 - FATIGUE2
10 1.0
LOAD COMB 36 COMBINATION LOAD CASE 36 - FATIGUE3
11 1.0
LOAD COMB 37 COMBINATION LOAD CASE 37 - FATIGUE4
12 1.0
LOAD COMB 38 COMBINATION LOAD CASE 38 - FATIGUE5
13 1.0
PERFORM ANALYSIS PRINT STATICS CHECK
FINISH

Ask A Question I

Wed, 08 Nov 2017 01:23:32 GMT

Ask a question in a forum.

Can't find my post

Catherine Stanley — Wed, 08 Nov 2017 12:56:06 GMT

I made a post last night and I can't find it this morning. I had a message saying that it was flagged as spam. I'm not sure why this happened. I appealed it this morning but I'm not sure how long this takes and I need a solution to my staad issue.

Thanks