STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 14-May-18
JOB NAME Enviro Voraxial
JOB CLIENT EVTN
JOB NO 5434
JOB COMMENT Seismic per spec 110000001046 using ASCE 7-10/IBC2012 format
JOB COMMENT I=1.0
JOB COMMENT Site Class D
JOB COMMENT Rx = Rz = 1.0
JOB COMMENT Ss = S1 = 1.85
JOB COMMENT Sds Horiz = 2.78 (1.85 * 1.5)
JOB COMMENT Sds Vert = 2.25 (1.5 * 1.5)
JOB COMMENT Seismic Y = Sds Vert * Dead Load = 2.25 * Dead Load
JOB COMMENT HE Seismic = SRSS (Seismic X + Seismic Z + Seismic Y)
JOB COMMENT Total HE Load = ABS (HE Seismic + DL + LL) < YS
JOB COMMENT GRATING = 10 LBS/SQFT
JOB COMMENT PIPING 20 LBS/SQFT
JOB COMMENT LIVE LOAD = 50 LBS/SQFT
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET KIP
JOINT COORDINATES
1 0 0.5 0; 2 7 0.5 0; 3 0 0.5 -11.5; 4 7 0.5 -11.5; 5 0 0.5 -1.5; 6 7 0.5 -1.5;
9 0 7.5 1.33; 10 7 7.5 1.33; 11 0 7.5 -11.5; 12 7 7.5 -11.5; 13 3.3 7.5 1.33;
14 3.3 7.5 -3.5; 15 3.3 7.5 -5; 16 3.3 7.5 -8.33; 17 3.3 7.5 -9.33;
18 3.3 7.5 -11.5; 19 3.3 7.5 -5.83; 20 0 7.5 -3.5; 22 0 7.5 -7.75;
23 0 7.5 -8.75; 25 7 7.5 0; 26 3.3 7.5 -6.08; 27 7 7.5 -5; 28 7 7.5 -6.08;
29 7 7.5 -8.33; 30 7 7.5 -9.33; 31 3.3 7.5 -7.75; 32 3.3 7.5 -8.75; 34 0 7.5 0;
35 3.3 7.5 0; 38 0 0.5 -10; 39 7 0.5 -10; 52 2.75 7.5 -5.83; 54 2.75 7.5 -3.5;
55 6.5 7.5 -5; 56 6.5 7.5 -6.08; 57 6.5 7.5 -8.33; 58 6.5 7.5 -9.33;
59 5.5 7.5 -5; 60 5.5 7.5 -6.08; 61 5.5 7.5 -8.33; 62 5.5 7.5 -9.33;
64 0 7.5 -5.83; 68 7 7.5 -8.75; 85 6 10.5 -8.83; 86 6 10.5 -5.54; 92 2 4 -5;
93 5.5 8.5 -5; 94 6.5 8.5 -5; 95 6.5 8.5 -6.08; 96 5.5 8.5 -6.08;
97 6.5 8.5 -8.33; 98 6.5 8.5 -9.33; 99 5.5 8.5 -8.33; 100 5.5 8.5 -9.33;
101 7 7.5 -5.75; 102 0 12.5 -11.5; 104 0 12.5 -5.83; 105 0 12.5 -3.5;
106 0 12.5 0; 107 3.3 12.5 0; 109 0 10 -11.5; 110 3.3 10 -11.5; 111 0 10 -3.5;
112 0 10 0; 113 3.3 10 0; 114 0 10 -5.83; 115 3.3 12.5 -11.5;
117 2.75 10 -5.83; 119 2.75 10 -3.5; 121 2.75 12.5 -5.83; 123 2.75 12.5 -3.5;
126 0.5 10 -3.5; 127 0.5 10 -5.83; 136 0 10 -4.665; 159 7 7.5 -1; 160 0 7.5 -1;
161 -5.5 7.5 -11.5; 162 -5.5 7.5 0; 169 -5.5 7.5 -5.83; 170 0 0.5 -2.5;
171 7 0.5 -2.5; 172 3.5 0.5 -2.5; 173 1 0.5 -2.5; 174 3 0.5 -2.5; 175 0 0.5 -7;
176 7 0.5 -7; 177 3.5 0.5 -7; 178 1 0.5 -7; 179 3 0.5 -7; 180 1 1.5 -7;
181 3 1.5 -7; 182 1 1.5 -2.5; 183 3 1.5 -2.5;
MEMBER INCIDENCES
1 1 2; 4 3 4; 5 1 5; 8 2 6; 11 9 13; 12 13 10; 13 10 25; 14 27 101; 15 28 29;
16 29 68; 17 30 12; 18 9 34; 19 20 64; 20 64 22; 21 22 23; 22 23 11; 23 11 18;
24 18 12; 25 13 35; 26 14 15; 27 15 19; 28 19 26; 29 26 31; 30 16 32; 31 17 18;
34 4 12; 35 3 11; 36 20 54; 37 64 52; 38 15 59; 39 26 60; 40 16 61; 41 17 62;
42 23 32; 43 22 31; 44 31 16; 45 32 17; 46 34 160; 47 35 14; 48 25 159;
49 34 35; 50 35 25; 53 38 3; 54 39 4; 72 52 19; 74 54 14; 75 55 27; 76 56 28;
77 57 29; 78 58 30; 79 59 55; 80 60 56; 81 61 57; 82 62 58; 91 68 30;
116 85 98; 117 85 100; 118 85 97; 119 85 99; 120 86 95; 121 86 96; 122 86 94;
123 86 93; 136 180 92; 137 92 182; 138 92 183; 139 92 181; 141 60 96;
142 56 95; 143 55 94; 144 59 93; 145 96 93; 146 93 94; 147 94 95; 148 95 96;
149 62 100; 150 58 98; 151 57 97; 152 61 99; 153 100 98; 154 98 97; 155 97 99;
156 99 100; 162 101 28; 165 11 109; 166 109 102; 167 64 114; 168 114 104;
169 20 111; 170 111 105; 171 34 112; 172 112 106; 173 35 113; 174 113 107;
175 18 110; 176 110 115; 178 115 102; 179 102 104; 183 110 109; 184 109 114;
187 112 113; 188 106 107; 189 121 104; 190 121 123; 191 123 105; 192 119 126;
193 117 127; 194 52 117; 195 117 121; 196 54 119; 197 119 123; 198 117 119;
201 126 111; 202 127 114; 204 127 126; 205 38 175; 206 39 176; 216 64 136;
217 20 136; 218 136 105; 219 136 104; 240 105 106; 241 111 112; 244 104 105;
255 159 27; 256 160 20; 259 1 34; 260 2 25; 261 161 11; 264 162 34; 267 169 64;
268 170 5; 269 171 6; 270 170 173; 271 172 171; 272 173 174; 273 174 172;
274 175 170; 275 176 171; 276 175 178; 277 177 176; 278 178 179; 279 179 177;
280 180 182; 281 181 183; 282 180 181; 283 178 180; 284 179 181; 287 182 183;
288 173 182; 289 174 183;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 4.176e+06
POISSON 0.3
DENSITY 0.489024
ALPHA 6e-06
DAMP 0.03
TYPE STEEL
STRENGTH FY 7200 FU 9360 RY 1.5 RT 1.2
ISOTROPIC STEEL2
E 4.176e+06
POISSON 0.3
DENSITY 0.489024
ALPHA 6e-06
DAMP 0.03
TYPE STEEL
STRENGTH FY 6624 FU 9360 RY 1.5 RT 1.2
ISOTROPIC RIGID
E 4.032e+09
POISSON 0.3
DENSITY 1e-05
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
37 TO 42 72 75 TO 82 TABLE ST W6X25
36 43 74 204 TABLE ST HSST10X4X0.375
11 TO 31 44 TO 50 91 162 255 256 TABLE ST W8X31
141 TO 156 280 TO 284 287 TO 289 TABLE ST W6X15
MEMBER PROPERTY AMERICAN
116 TO 123 136 TO 139 PRIS YD 0.1
165 166 175 176 178 179 183 184 187 240 241 261 264 267 TABLE ST HSST4X4X0.375
167 TO 174 188 TO 198 201 202 244 TABLE ST HSST4X4X0.375
34 35 259 260 TABLE ST HSST10X6X0.625
1 4 5 8 53 54 205 206 268 TO 279 TABLE ST W8X31
216 TO 219 TABLE ST HSST2X2X0.25
CONSTANTS
BETA 90 MEMB 34 35 259 260
MATERIAL STEEL MEMB 1 4 5 8 11 TO 31 36 TO 50 53 54 72 74 TO 82 91 -
141 TO 156 162 204 TO 206 255 256 268 TO 284 287 TO 289
MATERIAL RIGID MEMB 116 TO 123 136 TO 139
MATERIAL STEEL2 MEMB 34 35 165 TO 176 178 179 183 184 187 TO 198 201 202 216 -
217 TO 219 240 241 244 259 TO 261 264 267
*SET NL 8
SPRING COMPRESSION
1 TO 4 KFY
SUPPORTS
1 TO 4 ENFORCED BUT FX FZ MX MY MZ KFY 1e+15
5 6 38 39 161 162 169 172 177 PINNED
MEMBER OFFSET
34 35 259 260 START 0 0.333 0
34 35 259 260 END 0 -0.333 0
165 167 169 171 173 175 194 196 START 0 0.333 0
MEMBER RELEASE
261 END MX MY MZ
267 END MX MY MZ
264 END MX MY MZ
DEFINE IBC 2012
SS 2.78 S1 2.78 I 1 RX 1 RZ 1 SCLASS 4 TL 12 FA 1 FV 1.7
SELFWEIGHT 1.1 
MEMBER WEIGHT
43 CON 0.6
201 202 204 244 CON 0.25
FLOOR WEIGHT
YRANGE 6 8 FLOAD 0.01 XRANGE 0 7 ZRANGE -11.5 1.33 GY
YRANGE 6 8 FLOAD 0.02 XRANGE 0 7 ZRANGE -11.5 1.33 GY
JOINT WEIGHT
85 86 WEIGHT 0.65
92 WEIGHT 7.2
LOAD 1 LOADTYPE Seismic  TITLE LOAD CASE 1 SEISMIC X
IBC LOAD X 1.5175 ACC 1
PERFORM ANALYSIS
CHANGE
SPRING COMPRESSION
1 TO 4 KFY
SUPPORTS
1 TO 4 ENFORCED BUT FX FZ MX MY MZ KFY 1e+15
5 6 38 39 161 162 169 172 177 PINNED
LOAD 2 LOADTYPE Seismic  TITLE LOAD CASE 2 SEISMIC Z
IBC LOAD Z 1.5175 ACC 1
PERFORM ANALYSIS
CHANGE
SPRING COMPRESSION
1 TO 4 KFY
SUPPORTS
1 TO 4 ENFORCED BUT FX FZ MX MY MZ KFY 1e+15
5 6 38 39 161 162 169 172 177 PINNED
LOAD 3 LOADTYPE Seismic  TITLE LOAD CASE 3 SEISMIC -X
IBC LOAD X -1.5175
PERFORM ANALYSIS
CHANGE
SPRING COMPRESSION
1 TO 4 KFY
SUPPORTS
1 TO 4 ENFORCED BUT FX FZ MX MY MZ KFY 1e+15
5 6 38 39 161 162 169 172 177 PINNED
LOAD 4 LOADTYPE Seismic  TITLE LOAD CASE 4 SEISMIC -Z
IBC LOAD Z -1.5175
PERFORM ANALYSIS
CHANGE
SPRING COMPRESSION
1 TO 4 KFY
SUPPORTS
1 TO 4 ENFORCED BUT FX FZ MX MY MZ KFY 1e+15
5 6 38 39 161 162 169 172 177 PINNED
LOAD 5 LOADTYPE Dead  TITLE LOAD CASE 5 DEAD LOAD
SELFWEIGHT Y -1 
MEMBER LOAD
43 CON GY -0.6
FLOOR LOAD
YRANGE 6 8 FLOAD -0.01 XRANGE 0 7  ZRANGE -11.5 1.33  GY
YRANGE 6 8 FLOAD -0.02 XRANGE 0 7  ZRANGE -11.5 1.33  GY
JOINT LOAD
85 86 FY -0.65
92 FY -7.2
MEMBER LOAD
189 TO 193 198 204 244 CON GY -0.25
*PERFORM ANALYSIS
*CHANGE
*SPRING COMPRESSION
*1 TO 4 KFY
*SUPPORTS
*1 TO 4 FIXED BUT FX FZ MX MY MZ KFY 1e+15
*5 6 38 39 161 162 169 172 177 PINNED
LOAD 6 LOADTYPE Live  TITLE LOAD CASE 6 LIVE LOAD
FLOOR LOAD
YRANGE 6 8 FLOAD -0.05 XRANGE 0 7  ZRANGE -11.5 1.33  GY
*PERFORM ANALYSIS
*CHANGE
*SPRING COMPRESSION
*1 TO 4 KFY
*SUPPORTS
*1 TO 4 FIXED BUT FX FZ MX MY MZ KFY 1e+15
*5 6 38 39 161 162 169 172 177 PINNED
LOAD COMB 7 SEISMIC Y (+)
5 2.25 
LOAD COMB SRSS 8 SRSS HE TOTAL SEISMIC +X +Z +Y
1 1.0 2 1.0 7 1.0 
LOAD COMB SRSS 9 SRSS HE TOTAL SEISMIC +X -Z +Y
1 1.0 4 1.0 7 1.0 
LOAD COMB SRSS 10 SRSS HE TOTAL SEISMIC -X +Z +Y
2 1.0 3 1.0 7 1.0 
LOAD COMB SRSS 11 SRSS HE TOTAL SEISMIC -X -Z +Y
3 1.0 4 1.0 7 1.0 
LOAD COMB 12 TOTAL LOAD (+8 + DL)
8 1.0 5 1.0 
LOAD COMB 13 TOTAL LOAD (-8 + DL)
5 1.0 8 -1.0 
LOAD COMB 14 TOTAL LOAD (+10+ DL)
10 1.0 5 1.0 
LOAD COMB 15 TOTAL LOAD (-10 + DL)
5 1.0 10 -1.0 
LOAD COMB 16 TOTAL LOAD (+9 +DL)
9 1.0 5 1.0 
LOAD COMB 17 TOTAL LOAD (+9 + DL)
9 1.0 5 1.0 
LOAD COMB 18 TOTAL LOAD (+11 + DL)
11 1.0 5 1.0 
LOAD COMB 19 TOTAL LOAD (-11 + DL)
11 -1.0 5 1.0 
PERFORM ANALYSIS
PARAMETER 1
CODE AISC UNIFIED 2010
CHECK CODE ALL
PRINT MEMBER FORCES LIST 149
PRINT MEMBER FORCES LIST 35 259 260
FINISH
