Seismic load problem in staad

Yes, they will act in reverse direction.

Selfweight(-1.1Y) acting downward, Fy 10kN acting upward.

It reduce the “seismic weight”.

Therefore the results are different.

At 10kN(+Fy), the seismic load is 215.46KN, and the reaction force of DL is 197.51, which is different...
How can you prove this difference within the program? Can the program see why this difference is made?

if you attach the file, it may help to find out what happend

STAAD SPACE
START JOB INFORMATION
JOB ss Project
JOB ss
ENGINEER DATE 07-Mar-2015
END JOB INFORMATION
INPUT WIDTH 79
******************************************************************************
********************************* GEOMETRY *********************************
******************************************************************************
UNIT METER KN
JOINT COORDINATES
1 0 0.3 -2.8; 2 0 0.3 0; 3 0 0.3 4; 4 5.5 0.3 -2.8; 5 5.5 0.3 0; 6 5.5 0.3 4;
7 0 3 -2.8; 8 0 3 0; 9 0 3 2; 10 0 3 4; 11 2.75 3 0; 12 2.75 3 1.25;
13 2.75 3 2; 14 2.75 3 2.75; 15 2.75 3 4; 16 4.25 3 0; 17 4.25 3 1.25;
18 4.25 3 2; 19 4.25 3 2.75; 20 4.25 3 4; 21 5.5 3 -2.8; 22 5.5 3 0;
23 5.5 3 2; 24 5.5 3 4; 25 0 5.35 -2.8; 26 0 5.35 0; 27 0 5.35 2; 28 0 5.35 4;
29 2.3 5.35 0; 30 2.3 5.35 1.325; 31 2.3 5.35 2; 32 2.3 5.35 2.675;
33 2.3 5.35 4; 34 4.175 5.35 0; 35 4.175 5.35 1.325; 36 4.175 5.35 2;
37 4.175 5.35 2.675; 38 4.175 5.35 4; 39 5.5 5.35 -2.8; 40 5.5 5.35 0;
41 5.5 5.35 2; 42 5.5 5.35 4; 43 0 7.65 -2.8; 44 0 7.65 0; 45 0 7.65 2;
46 0 7.65 4; 47 2.3 7.65 0; 48 2.3 7.65 1.325; 49 2.3 7.65 2;
50 2.3 7.65 2.675; 51 2.3 7.65 4; 52 4.175 7.65 0; 53 4.175 7.65 1.325;
54 4.175 7.65 2; 55 4.175 7.65 2.675; 56 4.175 7.65 4; 57 5.5 7.65 -2.8;
58 5.5 7.65 0; 59 5.5 7.65 2; 60 5.5 7.65 4; 61 0 8.6 -2.8; 62 0 8.6 0;
63 0 8.6 4; 64 5.5 8.6 -2.8; 65 5.5 8.6 0; 66 5.5 8.6 4; 67 5.5 9.15 -2.8;
68 5.5 9.15 0; 69 0 10.7 -2.8; 70 0 10.7 0; 71 0 10.7 2; 72 0 10.7 4;
73 2.825 10.7 0; 74 2.825 10.7 1.325; 75 2.825 10.7 2; 76 2.825 10.7 2.675;
77 2.825 10.7 4; 78 4.175 10.7 0; 79 4.175 10.7 1.325; 81 4.175 10.7 2.675;
82 4.175 10.7 4; 83 5.5 10.7 -2.8; 84 5.5 10.7 0; 85 5.5 10.7 2; 86 5.5 10.7 4;
87 5.5 11.7 0; 88 5.5 11.7 4; 89 5.5 12.7 -2.8; 90 5.5 12.7 0; 91 0 14.7 -2.8;
92 0 14.7 0; 93 0 14.7 2; 94 0 14.7 4; 95 2.5 14.7 0; 96 2.5 14.7 1;
97 2.5 14.7 2; 98 2.5 14.7 3; 99 2.5 14.7 4; 100 4.5 14.7 0; 101 4.5 14.7 1;
102 4.5 14.7 2; 103 4.5 14.7 3; 104 4.5 14.7 4; 105 5.5 14.7 -2.8;
106 5.5 14.7 0; 107 5.5 14.7 2; 108 5.5 14.7 4; 109 5.5 15.7 0; 110 5.5 15.7 4;
111 5.5 16.79 -2.8; 112 5.5 16.79 0; 113 0 18.7 -2.8; 114 0 18.7 0;
115 0 18.7 2; 116 0 18.7 4; 117 2.5 18.7 0; 118 2.5 18.7 1; 119 2.5 18.7 2;
120 2.5 18.7 3; 121 2.5 18.7 4; 122 4.5 18.7 0; 123 4.5 18.7 1; 124 4.5 18.7 2;
125 4.5 18.7 3; 126 4.5 18.7 4; 127 5.5 18.7 -2.8; 128 5.5 18.7 0;
129 5.5 18.7 2; 130 5.5 18.7 4; 131 5.5 5.25 0; 132 5.5 5.25 4; 133 7 5.25 0;
134 7 5.25 4; 135 5.5 3.75 0; 136 5.5 3.75 4; 137 7 5.25 2; 138 5.5 9.9 4;
139 5.5 9.9 0; 140 7 9.9 4; 141 7 9.9 0; 144 7 9.9 2; 145 5.5 18 4;
146 5.5 18 0; 147 7 18 4; 148 7 18 0; 149 7 18 2; 150 5.5 16.5 4;
151 5.5 16.5 0; 152 4.175 7.65 1; 153 5.5 7.65 1; 154 5.5 10.7 1.6;
155 5.5 10.7 2.4; 156 4.175 10.7 1.6; 157 4.175 10.7 2.4; 160 5.5 7.65 5.3;
161 5.5 6.35 4; 162 6.2 5.25 4; 163 7 5.25 3.3;
MEMBER INCIDENCES
1 1 7; 2 7 25; 3 25 43; 4 43 61; 5 61 69; 6 69 91; 7 91 113; 8 2 8; 9 8 26;
10 26 44; 11 44 62; 12 62 70; 13 70 92; 14 92 114; 15 3 10; 16 10 28; 17 28 46;
18 46 63; 19 63 72; 20 72 94; 21 94 116; 22 4 21; 23 21 39; 24 39 57; 25 57 64;
26 64 67; 27 67 83; 28 83 89; 29 89 105; 30 105 111; 31 111 127; 32 5 22;
33 22 135; 34 40 58; 35 58 65; 36 65 68; 37 68 139; 38 84 87; 39 87 90;
40 90 106; 41 106 109; 42 109 151; 43 112 146; 44 6 24; 45 24 136; 46 42 161;
47 60 66; 48 66 138; 49 86 88; 50 88 108; 51 108 110; 52 110 150; 101 7 21;
102 7 8; 103 8 11; 104 11 16; 105 16 22; 106 11 12; 107 16 17; 108 8 9;
109 22 23; 110 12 17; 111 12 13; 112 17 18; 113 9 13; 114 18 23; 115 13 14;
116 18 19; 117 14 19; 118 9 10; 119 23 24; 120 14 15; 121 19 20; 122 10 15;
123 15 20; 124 20 24; 125 25 39; 126 39 40; 127 26 29; 128 29 34; 129 34 40;
130 29 30; 131 34 35; 132 26 27; 133 40 41; 134 30 35; 135 30 31; 136 35 36;
137 27 31; 138 36 41; 139 31 32; 140 36 37; 141 32 37; 142 27 28; 143 41 42;
144 32 33; 145 37 38; 146 28 33; 147 33 38; 148 38 42; 149 43 57; 150 43 44;
151 44 47; 152 47 52; 153 52 58; 154 47 48; 155 52 152; 156 44 45; 157 58 153;
158 48 53; 159 48 49; 160 53 54; 161 45 49; 162 54 59; 163 49 50; 164 54 55;
165 50 55; 166 45 46; 167 59 60; 168 50 51; 169 55 56; 170 46 51; 171 51 56;
172 56 60; 173 67 68; 174 69 83; 175 69 70; 176 83 84; 177 70 73; 178 73 78;
179 78 84; 180 73 74; 181 78 79; 182 70 71; 183 84 154; 184 74 79; 185 74 75;
186 79 156; 187 71 75; 189 75 76; 191 76 81; 192 71 72; 194 76 77; 195 81 82;
196 72 77; 197 77 82; 198 82 86; 199 89 90; 200 91 105; 201 91 92; 202 92 95;
203 95 100; 204 100 106; 205 95 96; 206 100 101; 207 92 93; 208 96 101;
209 106 107; 210 96 97; 211 101 102; 212 93 97; 213 102 107; 214 97 98;
215 102 103; 216 93 94; 217 98 103; 218 107 108; 219 98 99; 220 103 104;
221 94 99; 222 99 104; 223 104 108; 224 112 111; 225 113 127; 226 113 114;
227 127 128; 228 114 117; 229 117 122; 230 122 128; 231 117 118; 232 122 123;
233 114 115; 234 118 123; 235 128 129; 236 118 119; 237 123 124; 238 115 119;
239 124 129; 240 119 120; 241 124 125; 242 115 116; 243 120 125; 244 129 130;
245 120 121; 246 125 126; 247 116 121; 248 121 126; 249 126 130; 401 2 9;
402 9 3; 403 5 23; 404 23 6; 405 8 13; 406 10 13; 407 18 22; 408 18 24;
409 8 27; 410 27 10; 411 22 41; 412 41 24; 417 26 45; 418 45 28; 419 40 59;
420 59 42; 425 44 71; 426 71 46; 427 58 85; 428 85 60; 429 70 75; 430 72 75;
433 70 93; 434 93 72; 435 87 107; 436 107 88; 437 92 97; 438 94 97;
439 102 106; 440 102 108; 441 92 115; 442 115 94; 443 109 129; 444 129 110;
445 114 119; 446 116 119; 447 124 128; 448 124 130; 449 131 40; 450 132 42;
451 135 131; 452 136 132; 453 131 133; 454 132 162; 455 136 134; 456 135 133;
457 134 163; 458 137 133; 460 131 137; 461 138 86; 462 139 84; 465 138 140;
466 139 141; 469 141 144; 470 144 140; 471 138 144; 472 144 139; 473 145 130;
474 146 128; 475 145 147; 476 146 148; 477 148 149; 478 149 147; 479 145 149;
480 149 146; 481 150 145; 482 151 112; 483 150 147; 484 151 148; 485 152 53;
486 153 59; 487 152 153; 488 85 155; 489 154 85; 490 155 86; 491 156 157;
492 157 81; 493 157 155; 494 156 154; 495 156 84; 496 157 86; 500 60 160;
501 161 60; 502 161 160; 503 60 140; 504 58 141; 505 162 134; 506 163 137;
507 162 163;
******************************************************************************
****************************** GROUP DEFINITION ******************************
******************************************************************************
START GROUP DEFINITION
ELEMENT
FLOOR
MEMBER
_R12_FLUSH 225
_R6_FLUSH 228 230 247 TO 249
_R12_EXTENDED 101 125 149 174 200
_R6_EXTENDED 202 TO 204 221 TO 223
GEOMETRY
_COL 1 TO 34 36 TO 46 48 TO 52 449 TO 452 461 462 473 474 481 482 501
END GROUP DEFINITION
******************************************************************************
****************************** MATERIAL ************************************
******************************************************************************
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.06e+008
POISSON 0.3
DENSITY 78.5
ALPHA 1.2e-005
DAMP 0.03
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 24
ALPHA 1e-005
DAMP 0.05
ISOTROPIC STAINLESSSTEEL
E 1.9793e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.8e-005
DAMP 0.03
ISOTROPIC ALUMINUM
E 6.89476e+007
POISSON 0.33
DENSITY 26.6018
ALPHA 2.3e-005
DAMP 0.03
END DEFINE MATERIAL
******************************************************************************
****************************** MEMBER PROPERTY *****************************
******************************************************************************
MEMBER PROPERTY JAPANESE
**COLUMN&POST**
8 TO 11 15 TO 18 32 TO 35 44 TO 47 449 TO 452 501 TABLE ST H250X250X9
12 TO 14 19 TO 21 36 TO 43 48 TO 52 461 462 473 474 481 482 TABLE ST H200X200X8
1 TO 4 22 TO 25 TABLE ST H200X200X8
5 TO 7 26 TO 31 TABLE ST H200X200X8
**BEAM*GIRDER**
**Trans Girder
103 TO 105 122 TO 124 177 TO 179 196 TO 198 TABLE ST H350X175X7
202 TO 204 221 TO 223 228 TO 230 247 TO 249 TABLE ST H300X150X6.5
127 TO 129 146 TO 148 151 TO 153 170 TO 172 TABLE ST H200X200X8
**Longi Girder & BEAM
106 TO 109 111 112 115 116 118 TO 121 180 TO 183 185 186 189 192 194 195 205 -
206 TO 207 209 TO 211 214 TO 216 218 TO 220 231 TO 233 235 TO 237 240 TO 242 -
244 TO 246 488 TO 492 TABLE ST H300X150X6.5
130 TO 133 135 136 139 140 142 TO 145 154 TO 157 159 160 163 164 166 TO 169 -
485 486 TABLE ST H194X150X6
110 113 114 117 134 137 138 141 158 161 162 165 184 187 191 208 212 213 217 -
234 238 239 243 487 493 494 TABLE ST H194X150X6
453 454 457 458 465 466 469 470 475 TO 478 500 505 506 TABLE ST H194X150X6
**STAIR CASE**
101 125 149 174 200 225 TABLE ST H300X150X6.5
102 126 150 173 175 176 199 201 224 226 227 TABLE ST H300X150X6.5
**BRACE**
*HOR.BRACE
405 TO 408 429 430 437 TO 440 445 TO 448 460 471 472 479 480 495 496 -
507 TABLE ST L90X90X7
*VER.BRACE
401 TO 404 409 TO 412 417 TO 420 425 TO 428 433 TO 436 441 TO 443 -
444 TABLE ST T125X125
455 456 483 484 502 TO 504 TABLE ST L90X90X7
******** BETA ANGLE FOR COLUMN ********
CONSTANTS
***************************************
MATERIAL STEEL ALL
******************************************************************************
**************************** MEMBER RELEASE ********************************
******************************************************************************
MEMBER RELEASE
102 106 TO 110 113 114 117 126 130 TO 134 137 138 141 150 154 TO 158 161 162 -
165 173 175 176 180 TO 182 184 187 191 199 201 205 TO 209 212 213 217 224 -
226 227 231 TO 235 238 239 243 401 TO 412 417 TO 420 425 TO 430 433 TO 448 -
453 TO 457 460 465 466 469 471 472 475 TO 477 479 480 483 484 487 -
493 TO 496 502 TO 504 507 START MY MZ
102 110 113 114 117 TO 121 126 134 137 138 141 TO 145 150 158 161 162 165 -
166 TO 169 173 175 176 184 187 191 192 194 195 199 201 208 212 213 -
216 TO 220 224 226 227 234 238 239 242 TO 246 401 TO 412 417 TO 420 -
425 TO 430 433 TO 448 455 456 458 460 470 TO 472 478 TO 480 483 484 487 490 -
493 TO 496 502 TO 504 507 END MY MZ
183 500 START MZ
******************************************************************************
**************************** BOUNDARY CONDITION ****************************
******************************************************************************
SUPPORTS
1 TO 6 FIXED BUT MX
******************************************************************************
***************************** REFERENCE LOAD *********************************
******************************************************************************
DEFINE REFERENCE LOADS
***************************************
LOAD R1 DL:DEAD LOAD
SELFWEIGHT Y -1.1
JOINT LOAD
15 FY 10
*PLATFORM
*EL 103,000 Level
*EL 105,350/107,650 Level
*EL 110,700 Level
*EL 114,700/118,700 Level
*STAIR
***************************************
LOAD R2 EE:ERECTION LOAD
***************************************
LOAD R3 EO:OPERATING LOAD
***************************************
LOAD R4 ET:TEST LOAD
***************************************
LOAD R5 PE:PIPE ERECTION LOAD
***************************************
LOAD R6 PO:PIPE OPERATING LOAD
MEMBER LOAD
**EL +105250**
457 458 506 UNI GY -0.86
**EL +107650**
500 CON GY -8.63
**EL +109900**
469 470 UNI GY -1.96
**EL +118000**
477 478 UNI GY -0.61
477 CON GY -2.7
**EL +118700**
235 CON GY -1.08 0.3
***************************************
LOAD R7 PT:PIPE TEST LOAD
MEMBER LOAD
**EL +105250**
457 458 506 UNI GY -0.86
**EL +107650**
500 CON GY -8.63
**EL +109900**
469 470 UNI GY -1.96
**EL +118000**
477 478 UNI GY -0.61
477 CON GY -1.62
**EL +118700**
235 CON GY -1.08 0.3
***************************************
END DEFINE REFERENCE LOADS
******************************************************************************
***************************** WIND LOAD DEFINE *******************************
******************************************************************************
DEFINE WIND LOAD
TYPE 1
INT 0.86 0.91 0.95 0.99 1.05 1.1 1.14 1.18 1.22 1.25 1.27 1.32 1.37 1.4 1.44 -
1.47 1.54 1.6 1.65 HEIG 4.6 6.1 7.6 9.1 12.2 15.2 18 21.3 24.4 27.4 -
30.5 36.6 42.7 48.8 54.9 61 76.2 91.4 106.7
******************************************************************************
*************************** SEISMIC LOAD DEFINE ******************************
******************************************************************************
DEFINE IBC 2006
SS 0.43 S1 0.118 I 1.25 RX 3.5 RZ 3.25 SCLASS 4 TL 4 FA 1.456 FV 2.328
REFERENCE LOAD Y
R1 1.0
******************************************************************************
************************* LOAD CASE FOR STRUCTURE **************************
******************************************************************************
*******************************************************
* LOAD CASE13 - EL(+X) : EARTHQUAKE LOAD DIR(+X) ******
*******************************************************
LOAD 13 EL(+X)
IBC LOAD X 1
PERFORM ANALYSIS PRINT STATICS CHECK
CHANGE
*******************************************************
* LOAD CASE14 - EL(-X) : EARTHQUAKE LOAD DIR(-X) ******
*******************************************************
LOAD 14 EL(-X)
IBC LOAD X -1
PERFORM ANALYSIS PRINT STATICS CHECK
CHANGE
******************************************************
* LOAD CASE15 - EL(+Z) : EARTHQUAKE LOAD DIR(+Z) *****
******************************************************
LOAD 15 EL(+Z)
IBC LOAD Z 1
PERFORM ANALYSIS PRINT STATICS CHECK
CHANGE
******************************************************
* LOAD CASE16 - EL(-Z) : EARTHQUAKE LOAD DIR(-Z) *****
******************************************************
LOAD 16 EL(-Z)
IBC LOAD Z -1
PERFORM ANALYSIS PRINT STATICS CHECK
CHANGE
*******************************************************
* LOAD CASE1 - DL : STRUCTURE WEIGHT+MISCELLANSEOUS ***
*******************************************************
LOAD 1 DL
REFERENCE LOAD
R1 1.0
PERFORM ANALYSIS PRINT STATICS CHECK
CHANGE
*******************************************************
* LOAD CASE2 - EE : Weight of equipment ***************
*******************************************************
LOAD 2 EE
REFERENCE LOAD
R2 1.0 R5 1.0
*******************************************************
* LOAD CASE3 - EO : Equipment Operating ***************
*******************************************************
LOAD 3 EO
REFERENCE LOAD
R3 1.0 R6 1.0
*******************************************************
* LOAD CASE4 - ET : Equipment Test ********************
*******************************************************
LOAD 4 ET
REFERENCE LOAD
R4 1.0 R7 1.0
*******************************************************
* LOAD CASE5 - LL : Live Load *************************
*******************************************************
LOAD 5 LL
MEMBER LOAD
*PLATFORM
*EL 103,000 Level
106 108 111 115 118 120 UNI GY -10.313
106 107 120 121 UNI GY -5.625
107 109 112 116 119 121 UNI GY -4.688
*EL 105,350/107,600 Level
130 132 135 139 142 144 154 156 159 163 166 168 UNI GY -8.625
130 131 144 145 154 155 168 169 485 UNI GY -7.05
131 133 136 140 143 145 155 157 160 164 167 169 181 195 485 486 UNI GY -4.969
*EL 110,700 Level
180 182 185 189 192 194 UNI GY -10.613
180 181 194 195 UNI GY -5.063
181 183 186 195 488 TO 492 UNI GY -4.969
*EL 114,700/118,700 Level
205 207 210 214 216 219 231 233 236 240 242 245 UNI GY -9.375
205 206 219 220 231 232 245 246 UNI GY -7.5
206 209 211 215 218 220 232 235 237 241 244 246 UNI GY -3.75
*STAIR
102 UNI GY -2.33
126 UNI GY -2.08
150 UNI GY -1.7
173 UNI GY -1.36
175 UNI GY -1.58
199 UNI GY -1.76
201 UNI GY -1.83
224 UNI GY -1.79
226 UNI GY -1.71 1.4 2.8
*******************************************************
* LOAD CASE6 - FL : Pipe friction force ***************
*******************************************************
LOAD 6 FF
*******************************************************
* LOAD CASE7 - AL : Pipe anchor force *****************
*******************************************************
LOAD 7 AL
MEMBER LOAD
235 CON GZ -0.54 0.3
235 CON GX -3.24 0.3
*******************************************************
* LOAD CASE8 - ML : Exchangers bundle pull load *******
*******************************************************
LOAD 8 ML
*******************************************************
* LOAD CASE9 - WL(+X) : WIND LOAD DIR(+X) *************
*******************************************************
LOAD 9 WL(+X)
*STRUCTURE WIND
WIND LOAD X 1.8 TYPE 1 XR -0.1 0.1 OPEN
WIND LOAD X 1.8 TYPE 1 XR 5.4 5.6 OPEN
*******************************************************
* LOAD CASE10 - WL(-X) : WIND LOAD DIR(-X) ************
*******************************************************
LOAD 10 WL(-X)
*STRUCTURE WIND
WIND LOAD X -1.8 TYPE 1 XR -0.1 0.1 OPEN
WIND LOAD X -1.8 TYPE 1 XR 5.4 5.6 OPEN
*******************************************************
* LOAD CASE11 - WL(+Z) : WIND LOAD DIR(+Z) ************
*******************************************************
LOAD 11 WL(+Z)
*STRUCTURE WIND
WIND LOAD Z 1.8 TYPE 1 ZR -2.9 -2.7 OPEN
WIND LOAD Z 1.8 TYPE 1 ZR -0.1 0.1 OPEN
WIND LOAD Z 1.8 TYPE 1 ZR 3.9 4.1 OPEN
JOINT LOAD
133 FZ 4.91
141 FZ 6.8
148 FZ 6.06
*******************************************************
* LOAD CASE12 - WL(-Z) : WIND LOAD DIR(-Z) ************
*******************************************************
LOAD 12 WL(-Z)
*STRUCTURE WIND
WIND LOAD Z -1.8 TYPE 1 ZR -2.9 -2.7 OPEN
WIND LOAD Z -1.8 TYPE 1 ZR -0.1 0.1 OPEN
WIND LOAD Z -1.8 TYPE 1 ZR 3.9 4.1 OPEN
JOINT LOAD
134 FZ -4.91
140 FZ -6.8
147 FZ -6.06
*******************************************************
* LOAD CASE17 - IL : Impact Load **********************
*******************************************************
LOAD 17 IL
MEMBER LOAD
*Davit Load(Impact Load)
14 CON GY -11.04 2.5
14 CON GX -0.98 2.5
*******************************************************
* LOAD CASE18 - BL : Blast Load ***********************
*******************************************************
LOAD 18 BL
*******************************************************
* LOAD CASE19 - TL : Temperature Load *****************
*******************************************************
LOAD 19 TL
TEMPERATURE LOAD
1 TO 52 101 TO 187 189 191 192 194 TO 249 401 TO 412 417 TO 420 425 TO 430 -
433 TO 458 460 TO 462 465 466 469 TO 496 500 TO 507 TEMP 25
******************************************************************************
*************** LOAD COMBIANTION FOR ALLOWABLE STRESS DESIGN ***************
******************************************************************************
LOAD COMB 101 COMBINATION 0.6DL+0.6EE+1WL(+X)
1 0.6 2 0.6 9 1.0
LOAD COMB 102 COMBINATION 0.6DL+0.6EE+1WL(-X)
1 0.6 2 0.6 10 1.0
LOAD COMB 103 COMBINATION 0.6DL+0.6EE+1WL(+Z)
1 0.6 2 0.6 11 1.0
LOAD COMB 104 COMBINATION 0.6DL+0.6EE+1WL(-Z)
1 0.6 2 0.6 12 1.0
LOAD COMB 105 COMBINATION 0.9DL+0.9EE+0.7EL(+X)
1 0.9 2 0.9 13 0.7
LOAD COMB 106 COMBINATION 0.9DL+0.9EE+0.7EL(-X)
1 0.9 2 0.9 14 0.7
LOAD COMB 107 COMBINATION 0.9DL+0.9EE+0.7EL(+Z)
1 0.9 2 0.9 15 0.7
LOAD COMB 108 COMBINATION 0.9DL+0.9EE+0.7EL(-Z)
1 0.9 2 0.9 16 0.7
LOAD COMB 109 COMBINATION 1DL+1EE+1LL+1IL+1ML
1 1.0 2 1.0 5 1.0 17 1.0 8 1.0
LOAD COMB 110 COMBINATION 0.6DL+0.6EE+0.75LL+0.75IL+0.75ML+0.25WL(+X)
1 0.6 2 0.6 5 0.75 17 0.75 8 0.75 9 0.25
LOAD COMB 111 COMBINATION 0.6DL+0.6EE+0.75LL+0.75IL+0.75ML+0.25WL(-X)
1 0.6 2 0.6 5 0.75 17 0.75 8 0.75 10 0.25
LOAD COMB 112 COMBINATION 0.6DL+0.6EE+0.75LL+0.75IL+0.75ML+0.25WL(+Z)
1 0.6 2 0.6 5 0.75 17 0.75 8 0.75 11 0.25
LOAD COMB 113 COMBINATION 0.6DL+0.6EE+0.75LL+0.75IL+0.75ML+0.25WL(-Z)
1 0.6 2 0.6 5 0.75 17 0.75 8 0.75 12 0.25
LOAD COMB 114 COMBINATION 1DL+1EO+1LL+1IL+1FF+1AL+1TL
1 1.0 3 1.0 5 1.0 17 1.0 6 1.0 7 1.0 19 1.0
LOAD COMB 115 COMBINATION 1DL+1EO+1AL+1WL(+X)
1 1.0 3 1.0 7 1.0 9 1.0
LOAD COMB 116 COMBINATION 1DL+1EO-1AL+1WL(-X)
1 1.0 3 1.0 7 -1.0 10 1.0
LOAD COMB 117 COMBINATION 1DL+1EO+1AL+1WL(+Z)
1 1.0 3 1.0 7 1.0 11 1.0
LOAD COMB 118 COMBINATION 1DL+1EO-1AL+1WL(-Z)
1 1.0 3 1.0 7 -1.0 12 1.0
LOAD COMB 119 COMBINATION 1DL+1EO+1AL+0.7EL(+X)
1 1.0 3 1.0 7 1.0 13 0.7
LOAD COMB 120 COMBINATION 1DL+1EO-1AL+0.7EL(-X)
1 1.0 3 1.0 7 -1.0 14 0.7
LOAD COMB 121 COMBINATION 1DL+1EO+1AL+0.7EL(+Z)
1 1.0 3 1.0 7 1.0 15 0.7
LOAD COMB 122 COMBINATION 1DL+1EO-1AL+0.7EL(-Z)
1 1.0 3 1.0 7 -1.0 16 0.7
LOAD COMB 123 COMBINATION 1DL+1EO+0.75LL+0.75IL+1AL+0.75WL(+X)
1 1.0 3 1.0 5 0.75 17 0.75 7 1.0 9 0.75
LOAD COMB 124 COMBINATION 1DL+1EO+0.75LL+0.75IL-1AL+0.75WL(-X)
1 1.0 3 1.0 5 0.75 17 0.75 7 -1.0 10 0.75
LOAD COMB 125 COMBINATION 1DL+1EO+0.75LL+0.75IL+1AL+0.75WL(+Z)
1 1.0 3 1.0 5 0.75 17 0.75 7 1.0 11 0.75
LOAD COMB 126 COMBINATION 1DL+1EO+0.75LL+0.75IL-1AL+0.75WL(-Z)
1 1.0 3 1.0 5 0.75 17 0.75 7 -1.0 12 0.75
LOAD COMB 127 COMBINATION 1DL+1EO+0.75LL+0.75IL+1AL+0.525EL(+X)
1 1.0 3 1.0 5 0.75 17 0.75 7 1.0 13 0.525
LOAD COMB 128 COMBINATION 1DL+1EO+0.75LL+0.75IL-1AL+0.525EL(-X)
1 1.0 3 1.0 5 0.75 17 0.75 7 -1.0 14 0.525
LOAD COMB 129 COMBINATION 1DL+1EO+0.75LL+0.75IL+1AL+0.525EL(+Z)
1 1.0 3 1.0 5 0.75 17 0.75 7 1.0 15 0.525
LOAD COMB 130 COMBINATION 1DL+1EO+0.75LL+0.75IL-1AL+0.525EL(-Z)
1 1.0 3 1.0 5 0.75 17 0.75 7 -1.0 16 0.525
LOAD COMB 131 COMBINATION 1DL+1ET+1LL
1 1.0 4 1.0 5 1.0
LOAD COMB 132 COMBINATION 1DL+0.75ET+0.75LL+0.375WL(+X)
1 1.0 4 0.75 5 0.75 9 0.375
LOAD COMB 133 COMBINATION 1DL+0.75ET+0.75LL+0.375WL(-X)
1 1.0 4 0.75 5 0.75 10 0.375
LOAD COMB 134 COMBINATION 1DL+0.75ET+0.75LL+0.375WL(+Z)
1 1.0 4 0.75 5 0.75 11 0.375
LOAD COMB 135 COMBINATION 1DL+0.75ET+0.75LL+0.375WL(-Z)
1 1.0 4 0.75 5 0.75 12 0.375
******************************************************************************
******************* LOAD COMBIANTION FOR STRENGTH DESIGN *******************
******************************************************************************
LOAD COMB 201 COMBINATION 0.9DL+0.9EE+1.6WL(+X)
1 0.9 2 0.9 9 1.6
LOAD COMB 202 COMBINATION 0.9DL+0.9EE+1.6WL(-X)
1 0.9 2 0.9 10 1.6
LOAD COMB 203 COMBINATION 0.9DL+0.9EE+1.6WL(+Z)
1 0.9 2 0.9 11 1.6
LOAD COMB 204 COMBINATION 0.9DL+0.9EE+1.6WL(-Z)
1 0.9 2 0.9 12 1.6
LOAD COMB 205 COMBINATION 0.9DL+0.9EE+1EL(+X)
1 0.9 2 0.9 13 1.0
LOAD COMB 206 COMBINATION 0.9DL+0.9EE+1EL(-X)
1 0.9 2 0.9 14 1.0
LOAD COMB 207 COMBINATION 0.9DL+0.9EE+1EL(+Z)
1 0.9 2 0.9 15 1.0
LOAD COMB 208 COMBINATION 0.9DL+0.9EE+1EL(-Z)
1 0.9 2 0.9 16 1.0
LOAD COMB 209 COMBINATION 1.2DL+1.2EE+1.6LL+1.6IL+1.6ML
1 1.2 2 1.2 5 1.6 17 1.6 8 1.6
LOAD COMB 210 COMBINATION 0.9DL+0.9EE+1LL+1IL+1ML+0.533WL(+X)
1 0.9 2 0.9 5 1.0 17 1.0 8 1.0 9 0.533
LOAD COMB 211 COMBINATION 0.9DL+0.9EE+1LL+1IL+1ML+0.533WL(-X)
1 0.9 2 0.9 5 1.0 17 1.0 8 1.0 10 0.533
LOAD COMB 212 COMBINATION 0.9DL+0.9EE+1LL+1IL+1ML+0.533WL(+Z)
1 0.9 2 0.9 5 1.0 17 1.0 8 1.0 11 0.533
LOAD COMB 213 COMBINATION 0.9DL+0.9EE+1LL+1IL+1ML+0.533WL(-Z)
1 0.9 2 0.9 5 1.0 17 1.0 8 1.0 12 0.533
LOAD COMB 214 COMBINATION 1.4DL+1.4EO+1.4FF+1.4AL+1.4TL
1 1.4 3 1.4 6 0.7 7 1.4 19 1.4
LOAD COMB 215 COMBINATION 1.2DL+1.2EO+1.6LL+1.6IL+1.2FF+1.2AL+1.2TL
1 1.2 3 1.2 5 1.6 17 1.6 6 0.6 7 1.2 19 1.4
LOAD COMB 216 COMBINATION 1.2DL+1.2EO+1LL+1IL+1.2AL+1.6WL(+X)
1 1.2 3 1.2 5 1.0 17 1.0 7 1.2 9 1.6
LOAD COMB 217 COMBINATION 1.2DL+1.2EO+1LL+1IL-1.2AL+1.6WL(-X)
1 1.2 3 1.2 5 1.0 17 1.0 7 -1.2 10 1.6
LOAD COMB 218 COMBINATION 1.2DL+1.2EO+1LL+1IL+1.2AL+1.6WL(+Z)
1 1.2 3 1.2 5 1.0 17 1.0 7 1.2 11 1.6
LOAD COMB 219 COMBINATION 1.2DL+1.2EO+1LL+1IL-1.2AL+1.6WL(-Z)
1 1.2 3 1.2 5 1.0 17 1.0 7 -1.2 12 1.6
LOAD COMB 220 COMBINATION 1.2DL+1.2EO+1LL+1IL+1.2AL+1EL(+X)
1 1.2 3 1.2 5 1.0 17 1.0 7 1.2 13 1.0
LOAD COMB 221 COMBINATION 1.2DL+1.2EO+1LL+1IL-1.2AL+1EL(-X)
1 1.2 3 1.2 5 1.0 17 1.0 7 -1.2 14 1.0
LOAD COMB 222 COMBINATION 1.2DL+1.2EO+1LL+1IL+1.2AL+1EL(+Z)
1 1.2 3 1.2 5 1.0 17 1.0 7 1.2 15 1.0
LOAD COMB 223 COMBINATION 1.2DL+1.2EO+1LL+1IL-1.2AL+1EL(-Z)
1 1.2 3 1.2 5 1.0 17 1.0 7 -1.2 16 1.0
LOAD COMB 224 COMBINATION 1.2DL+1.6ET+1.6LL
1 1.2 4 1.6 5 1.6
LOAD COMB 225 COMBINATION 1.2DL+1ET+1LL+0.8WL(+X)
1 1.2 4 1.0 5 1.0 9 0.8
LOAD COMB 226 COMBINATION 1.2DL+1ET+1LL+0.8WL(-X)
1 1.2 4 1.0 5 1.0 10 0.8
LOAD COMB 227 COMBINATION 1.2DL+1ET+1LL+0.8WL(+Z)
1 1.2 4 1.0 5 1.0 11 0.8
LOAD COMB 228 COMBINATION 1.2DL+1ET+1LL+0.8WL(-Z)
1 1.2 4 1.0 5 1.0 12 0.8
******************************************************************************
***************************** PERFORM ANALYSIS *******************************
******************************************************************************
PERFORM ANALYSIS PRINT STATICS CHECK
DEFINE ENVELOPE
101 TO 135 ENVELOPE 1 TYPE SERVICEABILITY
201 TO 228 ENVELOPE 2 TYPE STRENGTH
END DEFINE ENVELOPE
******************************************************************************
*********************** PARAMETER 1 : DEFLECTION CHECK ***********************
******************************************************************************
LOAD LIST 101 TO 135
***************************************
PARAMETER 1
CODE AISC
DFF 200 MEMB 101 TO 187 189 191 192 194 TO 249 485 486 488 TO 494
DFF 250 MEMB 453 454 457 458 465 466 469 470 475 TO 478 505 506
*****BEAM&GIRDER*****
**EL.103000**
DJ1 8 MEMB 103 TO 105
DJ2 22 MEMB 103 TO 105
DJ1 10 MEMB 122 TO 124
DJ2 24 MEMB 122 TO 124
DJ1 8 MEMB 108 118
DJ2 10 MEMB 108 118
DJ1 11 MEMB 106 111 115 120
DJ2 15 MEMB 106 111 115 120
DJ1 16 MEMB 107 112 116 121
DJ2 20 MEMB 107 112 116 121
DJ1 22 MEMB 109 119
DJ2 24 MEMB 109 119
**EL.105250**
DJ1 133 MEMB 457 458 506
DJ2 134 MEMB 457 458 506
**EL.105650**
DJ1 26 MEMB 127 TO 129
DJ2 40 MEMB 127 TO 129
DJ1 28 MEMB 146 TO 148
DJ2 42 MEMB 146 TO 148
DJ1 26 MEMB 132 142
DJ2 28 MEMB 132 142
DJ1 29 MEMB 130 135 139 144
DJ2 33 MEMB 130 135 139 144
DJ1 34 MEMB 131 136 140 145
DJ2 38 MEMB 131 136 140 145
DJ1 40 MEMB 133 143
DJ2 42 MEMB 133 143
**EL.108050**
DJ1 44 MEMB 151 TO 153
DJ2 58 MEMB 151 TO 153
DJ1 46 MEMB 170 TO 172
DJ2 60 MEMB 170 TO 172
DJ1 44 MEMB 156 166
DJ2 46 MEMB 156 166
DJ1 47 MEMB 154 159 163 168
DJ2 51 MEMB 154 159 163 168
DJ1 52 MEMB 155 160 164 169 485
DJ2 56 MEMB 155 160 164 169 485
DJ1 58 MEMB 157 167 486
DJ2 60 MEMB 157 167 486
**EL.109900**
DJ1 141 MEMB 469 470
DJ2 140 MEMB 469 470
**EL.110700**
DJ1 70 MEMB 177 TO 179
DJ2 84 MEMB 177 TO 179
DJ1 72 MEMB 196 TO 198
DJ2 86 MEMB 196 TO 198
DJ1 70 MEMB 182 192
DJ2 72 MEMB 182 192
DJ1 73 MEMB 180 185 189 194
DJ2 77 MEMB 180 185 189 194
DJ1 78 MEMB 181 186 195 491 492
DJ2 82 MEMB 181 186 195 491 492
DJ1 84 MEMB 183 488 TO 490
DJ2 86 MEMB 183 488 TO 490
**EL.114700**
DJ1 92 MEMB 202 TO 204
DJ2 106 MEMB 202 TO 204
DJ1 94 MEMB 221 TO 223
DJ2 108 MEMB 221 TO 223
DJ1 92 MEMB 207 216
DJ2 94 MEMB 207 216
DJ1 95 MEMB 205 210 214 219
DJ2 99 MEMB 205 210 214 219
DJ1 100 MEMB 206 211 215 220
DJ2 104 MEMB 206 211 215 220
DJ1 106 MEMB 209 218
DJ2 108 MEMB 209 218
**EL.118000**
DJ1 148 MEMB 477 478
DJ2 147 MEMB 477 478
**EL.118700**
DJ1 114 MEMB 228 TO 230
DJ2 128 MEMB 228 TO 230
DJ1 116 MEMB 247 TO 249
DJ2 130 MEMB 247 TO 249
DJ1 114 MEMB 233 242
DJ2 116 MEMB 233 242
DJ1 117 MEMB 231 236 240 245
DJ2 121 MEMB 231 236 240 245
DJ1 122 MEMB 232 237 241 246
DJ2 126 MEMB 232 237 241 246
DJ1 128 MEMB 235 244
DJ2 130 MEMB 235 244
***************************************
CHECK CODE MEMB 101 TO 187 189 191 192 194 TO 249 453 454 457 458 465 466 -
469 470 475 TO 478 485 TO 494 500 505 506
******************************************************************************
************************* PARAMETER 2 : STEEL DESIGN *************************
******************************************************************************
LOAD LIST 101 TO 135
***************************************
PARAMETER 2
CODE AISC
TRACK 2 ALL
FYLD 235000 ALL
MAIN 0 ALL
BEAM 1 ALL
NSF 0.85 MEMB 401 TO 412 417 TO 420 425 TO 430 433 TO 448 455 456 460 471 -
472 479 480 483 484 495 496 502 TO 504 507
DFF 0 ALL
RATIO 1 ALL
*****COLUMN*****
KY 1 MEMB 1 TO 52 449 TO 452 461 462 473 474 481 482 501
**1LINE**
KZ 1.61 MEMB 15 44
KZ 2.39 MEMB 16 45 450 452 454 505
KZ 2.84 MEMB 17 46 501
KZ 1.84 MEMB 18 19 47 48 461
KZ 1.46 MEMB 20 49 50
KZ 1.43 MEMB 21 51 52 473 481
LZ 2.35 MEMB 45 450 452
LZ 2.3 MEMB 46 501
LZ 3.1 MEMB 18 19 47 48 461
LZ 4 MEMB 49 TO 52 473 481
**2LINE**
KZ 1.61 MEMB 8 32
KZ 2.39 MEMB 9 33 449 451
KZ 2.84 MEMB 10 34
KZ 1.84 MEMB 11 12 35 TO 37 462
KZ 1.46 MEMB 13 38 TO 40
KZ 1.43 MEMB 14 41 TO 43 474 482
LZ 2.35 MEMB 33 449 451
LZ 3.1 MEMB 11 12 35 TO 37 462
LZ 4 MEMB 38 TO 43 474 482
**3LINE**
KZ 1.56 MEMB 1 22
KZ 1.84 MEMB 2 23
KZ 1.83 MEMB 3 24
KZ 1.71 MEMB 4 5 25 TO 27
KZ 1.6 MEMB 6 28 29
KZ 1.43 MEMB 7 30 31
LZ 3.1 MEMB 4 5 25 TO 27
LZ 4 MEMB 28 TO 31
**D1LINE**
LY 4.6 MEMB 2 3
UNT 4.6 MEMB 2 3
UNB 4.6 MEMB 2 3
LY 3.1 MEMB 4 5 11 12 18 19
UNT 3.1 MEMB 4 5 11 12 18 19
UNB 3.1 MEMB 4 5 11 12 18 19
**D2LINE**
LY 5.05 MEMB 22 23
UNT 5.05 MEMB 22 23
UNB 5.05 MEMB 22 23
LY 5.35 MEMB 24 TO 27
UNT 5.35 MEMB 24 TO 27
UNB 5.35 MEMB 24 TO 27
LY 8 MEMB 28 TO 31
UNT 8 MEMB 28 TO 31
UNB 8 MEMB 28 TO 31
LY 4 MEMB 38 TO 43 49 TO 52 473 474 481 482
UNT 4 MEMB 38 TO 43 49 TO 52 473 474 481 482
UNB 4 MEMB 38 TO 43 49 TO 52 473 474 481 482
LY 3.05 MEMB 35 TO 37 47 48 461 462
UNT 3.05 MEMB 35 TO 37 47 48 461 462
UNB 3.05 MEMB 35 TO 37 47 48 461 462
LY 2.3 MEMB 46 501
UNT 2.3 MEMB 46 501
UNB 2.3 MEMB 46 501
LY 2.35 MEMB 33 45 449 TO 452
UNT 2.35 MEMB 33 45 449 TO 452
UNB 2.35 MEMB 33 45 449 TO 452
*****BEAM&GIRDER*****
**EL.103000**
LZ 5.5 MEMB 103 TO 105 122 TO 124
LZ 4 MEMB 106 107 111 112 115 116 120 121
LY 2 MEMB 106 107 111 112 115 116 120 121
UNT 2 MEMB 106 107 111 112 115 116 120 121
UNB 2 MEMB 106 107 111 112 115 116 120 121
**EL.105650**
LZ 5.5 MEMB 127 TO 129 146 TO 148
LZ 4 MEMB 130 131 135 136 139 140 144 145
LY 4 MEMB 130 TO 133 135 136 139 140 142 TO 145
UNT 4 MEMB 130 TO 133 135 136 139 140 142 TO 145
UNB 4 MEMB 130 TO 133 135 136 139 140 142 TO 145
LY 5.5 MEMB 127 TO 129 146 TO 148
UNT 5.5 MEMB 127 TO 129 146 TO 148
UNB 5.5 MEMB 127 TO 129 146 TO 148
KY 2 MEMB 500
**EL.108050**
LZ 5.5 MEMB 151 TO 153 170 TO 172
LZ 4 MEMB 154 155 159 160 163 164 168 169 485
LY 4 MEMB 154 TO 157 159 160 163 164 166 TO 169 485 486
UNT 4 MEMB 154 TO 157 159 160 163 164 166 TO 169 485 486
UNB 4 MEMB 154 TO 157 159 160 163 164 166 TO 169 485 486
LY 5.5 MEMB 151 TO 153 170 TO 172
UNT 5.5 MEMB 151 TO 153 170 TO 172
UNB 5.5 MEMB 151 TO 153 170 TO 172
**EL.110700**
LZ 5.5 MEMB 177 TO 179 196 TO 198
LZ 4 MEMB 180 181 185 186 189 194 195 491 492
LY 1.6 MEMB 181 186 195 492
UNT 1.6 MEMB 181 186 195 492
UNB 1.6 MEMB 181 186 195 492
LY 2 MEMB 180 185 189 194
UNT 2 MEMB 180 185 189 194
UNB 2 MEMB 180 185 189 194
**EL.114700**
LZ 5.5 MEMB 202 TO 204 221 TO 223
LZ 4 MEMB 205 206 210 211 214 215 219 220
LY 2 MEMB 205 206 210 211 214 215 219 220
UNT 2 MEMB 205 206 210 211 214 215 219 220
UNB 2 MEMB 205 206 210 211 214 215 219 220
**EL.118700**
LZ 5.5 MEMB 228 TO 230 247 TO 249
LZ 4 MEMB 231 232 236 237 240 241 245 246
LY 2 MEMB 231 232 236 237 240 241 245 246
UNT 2 MEMB 231 232 236 237 240 241 245 246
UNB 2 MEMB 231 232 236 237 240 241 245 246
***************************************
CHECK CODE ALL
******************************************************************************
***************************** STEEL TAKEOFF ********************************
******************************************************************************
*UNIT METER MTON
*TOTAL
STEEL TAKE OFF ALL
*COLUMN
STEEL TAKE OFF LIST 1 TO 52 449 TO 452 461 462 473 474 481 482 501
*BEAM&GIRDER
STEEL TAKE OFF LIST 101 TO 187 189 191 192 194 TO 249 453 454 457 458 465 -
466 469 470 475 TO 478 485 TO 494 500 505 506
*BRACE
STEEL TAKE OFF LIST 401 TO 412 417 TO 420 425 TO 430 433 TO 448 455 456 460 -
471 472 479 480 483 484 495 496 502 TO 504
******************************************************************************
**************************** SUPPORT REACTION ******************************
******************************************************************************
LOAD LIST 1 TO 18
******************************************************************************
FINISH

Bentley says that "all weights for the seismic load (either static or dynamic) must be modeled with the same sign."