Good day,

I have a problem in my staad model. Model 1 result is lower than Model 2. For example in the reaction, Model 1 has lower value than Model 2. Thanks

Model 1

1. REFERENCE LOAD: WITHOUT SELFWEIGHT

2. REFERENCE LOAD IS ADDED TO PRIMARY LOAD DEAD LOAD PLUS SELWEIGHT

2. REFERENCE LOAD IS ADDED TO SEISMIC DEFINITION PLUS SELWEIGHT

Model 2

1. REFERENCE LOAD: WITH SELFWEIGHT

2. REFERENCE LOAD IS ADDED TO PRIMARY LOAD DEAD LOAD 

2. REFERENCE LOAD IS ADDED TO SEISMIC DEFINITION

MODEL NO. 1

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 07-Feb-20
JOB NAME THREE STOREY BUILDING
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 4 0 0; 3 8 0 0; 4 12 0 0; 5 14 0 0; 6 18 0 0; 7 22 0 0; 8 26 0 0;
9 0 2 0; 10 4 2 0; 11 8 2 0; 12 12 2 0; 13 14 2 0; 14 18 2 0; 15 22 2 0;
16 26 2 0; 17 0 5 0; 18 4 5 0; 19 8 5 0; 20 12 5 0; 21 14 5 0; 22 18 5 0;
23 22 5 0; 24 26 5 0; 25 0 8 0; 26 4 8 0; 27 8 8 0; 28 12 8 0; 29 14 8 0;
30 18 8 0; 31 22 8 0; 32 26 8 0; 33 0 11 0; 34 4 11 0; 35 8 11 0; 36 12 11 0;
37 14 11 0; 38 18 11 0; 39 22 11 0; 40 26 11 0; 41 0 0 2.6; 42 4 0 2.6;
43 8 0 2.6; 44 12 0 2.6; 45 14 0 2.6; 46 18 0 2.6; 47 22 0 2.6; 48 26 0 2.6;
49 0 2 2.6; 50 4 2 2.6; 51 8 2 2.6; 52 12 2 2.6; 53 14 2 2.6; 54 18 2 2.6;
55 22 2 2.6; 56 26 2 2.6; 57 0 5 2.6; 58 4 5 2.6; 59 8 5 2.6; 60 12 5 2.6;
61 14 5 2.6; 62 18 5 2.6; 63 22 5 2.6; 64 26 5 2.6; 65 0 8 2.6; 66 4 8 2.6;
67 8 8 2.6; 68 12 8 2.6; 69 14 8 2.6; 70 18 8 2.6; 71 22 8 2.6; 72 26 8 2.6;
73 0 11 2.6; 74 4 11 2.6; 75 8 11 2.6; 76 12 11 2.6; 77 14 11 2.6;
78 18 11 2.6; 79 22 11 2.6; 80 26 11 2.6; 81 0 0 5.6; 82 4 0 5.6; 83 8 0 5.6;
84 12 0 5.6; 85 14 0 5.6; 86 18 0 5.6; 87 22 0 5.6; 88 26 0 5.6; 89 0 2 5.6;
90 4 2 5.6; 91 8 2 5.6; 92 12 2 5.6; 93 14 2 5.6; 94 18 2 5.6; 95 22 2 5.6;
96 26 2 5.6; 97 0 5 5.6; 98 4 5 5.6; 99 8 5 5.6; 100 12 5 5.6; 101 14 5 5.6;
102 18 5 5.6; 103 22 5 5.6; 104 26 5 5.6; 105 0 8 5.6; 106 4 8 5.6;
107 8 8 5.6; 108 12 8 5.6; 109 14 8 5.6; 110 18 8 5.6; 111 22 8 5.6;
112 26 8 5.6; 113 0 11 5.6; 114 4 11 5.6; 115 8 11 5.6; 116 12 11 5.6;
117 14 11 5.6; 118 18 11 5.6; 119 22 11 5.6; 120 26 11 5.6; 121 12 3.5 2.6;
122 14 3.5 2.6; 125 12 6.5 2.6; 126 14 6.5 2.6; 129 0 5 -1.5; 130 4 5 -1.5;
131 8 5 -1.5; 132 12 5 -1.5; 133 14 5 -1.5; 134 18 5 -1.5; 135 22 5 -1.5;
136 26 5 -1.5; 137 0 8 -1.5; 138 4 8 -1.5; 139 8 8 -1.5; 140 12 8 -1.5;
141 14 8 -1.5; 142 18 8 -1.5; 143 22 8 -1.5; 144 26 8 -1.5; 145 0 11 -1.5;
146 4 11 -1.5; 147 8 11 -1.5; 148 12 11 -1.5; 149 14 11 -1.5; 150 18 11 -1.5;
151 22 11 -1.5; 152 26 11 -1.5; 153 0 5 6.6; 154 4 5 6.6; 155 8 5 6.6;
156 12 5 6.6; 157 14 5 6.6; 158 18 5 6.6; 159 22 5 6.6; 160 26 5 6.6;
161 0 8 6.6; 162 4 8 6.6; 163 8 8 6.6; 164 12 8 6.6; 165 14 8 6.6;
166 18 8 6.6; 167 22 8 6.6; 168 26 8 6.6; 169 0 11 6.6; 170 4 11 6.6;
171 8 11 6.6; 172 12 11 6.6; 173 14 11 6.6; 174 18 11 6.6; 175 22 11 6.6;
176 26 11 6.6; 177 13 3.5 2.6; 178 13 6.5 2.6; 179 13 5 0; 180 13 2 5.6;
181 14 3.5 4.1; 182 13 3.5 4.1; 185 13 8 0; 186 12 6.5 3.6; 187 14 6.5 3.6;
188 12 5 3.6; 189 14 5 3.6;
MEMBER INCIDENCES
1 9 10; 2 10 11; 3 11 12; 4 12 13; 5 13 14; 6 14 15; 7 15 16; 8 17 18; 9 18 19;
10 19 20; 11 20 179; 12 21 22; 13 22 23; 14 23 24; 15 25 26; 16 26 27;
17 27 28; 18 28 185; 19 29 30; 20 30 31; 21 31 32; 22 33 34; 23 34 35;
24 35 36; 25 36 37; 26 37 38; 27 38 39; 28 39 40; 29 1 9; 30 2 10; 31 3 11;
32 4 12; 33 5 13; 34 6 14; 35 7 15; 36 8 16; 37 9 17; 38 10 18; 39 11 19;
40 12 20; 41 13 21; 42 14 22; 43 15 23; 44 16 24; 45 17 25; 46 18 26; 47 19 27;
48 20 28; 49 21 29; 50 22 30; 51 23 31; 52 24 32; 53 25 33; 54 26 34; 55 27 35;
56 28 36; 57 29 37; 58 30 38; 59 31 39; 60 32 40; 61 49 50; 63 51 52; 65 53 54;
67 55 56; 68 57 58; 69 58 59; 70 59 60; 72 61 62; 73 62 63; 74 63 64; 75 65 66;
76 66 67; 77 67 68; 79 69 70; 80 70 71; 81 71 72; 82 73 74; 84 75 76; 86 77 78;
88 79 80; 89 41 49; 90 42 50; 91 43 51; 92 44 52; 93 45 53; 94 46 54; 95 47 55;
96 48 56; 97 49 57; 98 50 58; 99 51 59; 100 52 121; 101 53 122; 102 54 62;
103 55 63; 104 56 64; 105 57 65; 106 58 66; 107 59 67; 108 60 125; 109 61 126;
110 62 70; 111 63 71; 112 64 72; 113 65 73; 114 66 74; 115 67 75; 116 68 76;
117 69 77; 118 70 78; 119 71 79; 120 72 80; 121 89 90; 122 90 91; 123 91 92;
124 92 180; 125 93 94; 126 94 95; 127 95 96; 128 97 98; 129 98 99; 130 99 100;
131 100 101; 132 101 102; 133 102 103; 134 103 104; 135 105 106; 136 106 107;
137 107 108; 138 108 109; 139 109 110; 140 110 111; 141 111 112; 142 113 114;
143 114 115; 144 115 116; 145 116 117; 146 117 118; 147 118 119; 148 119 120;
149 81 89; 150 82 90; 151 83 91; 152 84 92; 153 85 93; 154 86 94; 155 87 95;
156 88 96; 157 89 97; 158 90 98; 159 91 99; 160 92 100; 161 93 101; 162 94 102;
163 95 103; 164 96 104; 165 97 105; 166 98 106; 167 99 107; 168 100 108;
169 101 109; 170 102 110; 171 103 111; 172 104 112; 173 105 113; 174 106 114;
175 107 115; 176 108 116; 177 109 117; 178 110 118; 179 111 119; 180 112 120;
181 9 49; 182 10 50; 183 11 51; 184 12 52; 185 13 53; 186 14 54; 187 15 55;
188 16 56; 189 17 57; 190 18 58; 191 19 59; 192 20 60; 193 21 61; 194 22 62;
195 23 63; 196 24 64; 197 25 65; 198 26 66; 199 27 67; 200 28 68; 201 29 69;
202 30 70; 203 31 71; 204 32 72; 205 33 73; 206 34 74; 207 35 75; 208 36 76;
209 37 77; 210 38 78; 211 39 79; 212 40 80; 213 49 89; 214 50 90; 215 51 91;
216 52 92; 217 53 93; 218 54 94; 219 55 95; 220 56 96; 221 57 97; 222 58 98;
223 59 99; 224 60 188; 225 61 189; 226 62 102; 227 63 103; 228 64 104;
229 65 105; 230 66 106; 231 67 107; 232 68 108; 233 69 109; 234 70 110;
235 71 111; 236 72 112; 237 73 113; 238 74 114; 239 75 115; 240 76 116;
241 77 117; 242 78 118; 243 79 119; 244 80 120; 245 121 60; 246 122 61;
247 121 177; 251 125 68; 252 126 69; 256 125 178; 257 17 129; 258 18 130;
259 19 131; 260 20 132; 261 21 133; 262 22 134; 263 23 135; 264 24 136;
265 129 130; 266 130 131; 267 131 132; 268 132 133; 269 133 134; 270 134 135;
271 135 136; 272 25 137; 273 26 138; 274 27 139; 275 28 140; 276 29 141;
277 30 142; 278 31 143; 279 32 144; 280 137 138; 281 138 139; 282 139 140;
283 140 141; 284 141 142; 285 142 143; 286 143 144; 287 33 145; 288 34 146;
289 35 147; 290 36 148; 291 37 149; 292 38 150; 293 39 151; 294 40 152;
295 145 146; 296 146 147; 297 147 148; 298 148 149; 299 149 150; 300 150 151;
301 151 152; 323 177 122; 324 178 126; 325 179 21; 326 180 93; 332 185 29;
335 188 100; 336 189 101; 337 125 186; 338 186 188; 339 186 187; 340 187 189;
341 126 187;
ELEMENT INCIDENCES SHELL
302 154 153 97 98; 303 155 154 98 99; 304 156 155 99 100; 305 157 156 100 101;
306 158 157 101 102; 307 159 158 102 103; 308 160 159 103 104;
309 162 161 105 106; 310 163 162 106 107; 311 164 163 107 108;
312 165 164 108 109; 313 166 165 109 110; 314 167 166 110 111;
315 168 167 111 112; 316 170 169 113 114; 317 171 170 114 115;
318 172 171 115 116; 319 173 172 116 117; 320 174 173 117 118;
321 175 174 118 119; 322 176 175 119 120; 327 93 180 182 181;
328 181 182 177 122; 329 177 179 21 122; 331 20 179 178 125;
333 178 185 29 126; 334 186 125 126 187;
START GROUP DEFINITION
FLOOR
_2FTWOWAY 8 TO 10 12 TO 14 68 TO 70 72 TO 74 128 TO 130 132 TO 134 -
189 TO 196 221 TO 228 335 336
_3FTWOWAY 15 TO 17 19 TO 21 75 TO 77 79 TO 81 135 TO 137 139 TO 141 -
197 TO 204 229 TO 236
_RTWOWAY 22 TO 28 82 84 86 88 142 TO 148 205 TO 212 237 TO 244
_2FONEWAY 8 TO 14 257 TO 271 325
_3FONEWAY 15 TO 21 272 TO 286 332
_RONEWAY 22 TO 28 287 TO 301
JOINT
END GROUP DEFINITION
ELEMENT PROPERTY
327 TO 329 331 333 334 THICKNESS 0.15
302 TO 322 THICKNESS 0.1
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
29 32 33 36 37 40 41 44 45 48 49 52 53 56 57 60 89 TO 120 149 152 153 156 -
157 160 161 164 165 168 169 172 173 176 177 180 245 246 251 -
252 PRIS YD 0.3 ZD 0.4
1 TO 7 61 63 65 67 121 TO 127 181 TO 188 213 TO 220 326 PRIS YD 0.4 ZD 0.25
8 TO 21 68 TO 70 72 TO 77 79 TO 81 128 TO 141 189 TO 204 221 TO 236 325 332 -
335 336 PRIS YD 0.4 ZD 0.25
22 TO 28 82 84 86 88 142 TO 148 205 TO 212 237 TO 244 PRIS YD 0.4 ZD 0.25
257 TO 264 272 TO 279 PRIS YD 0.4 ZD 0.25
338 340 PRIS YD 0.25 ZD 0.25
MEMBER PROPERTY AMERICAN
265 TO 271 280 TO 286 295 TO 301 PRIS YD 0.4 ZD 0.25
247 256 323 324 337 339 341 PRIS YD 0.4 ZD 0.25
287 TO 294 PRIS YD 0.4 ZD 0.25
MEMBER PROPERTY AMERICAN
30 31 34 35 38 39 42 43 46 47 50 51 54 55 58 59 150 151 154 155 158 159 162 -
163 166 167 170 171 174 175 178 179 PRIS YD 0.4 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 8 41 TO 48 81 TO 88 FIXED
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead TITLE DL
FLOOR LOAD
_2FTWOWAY FLOAD 4.44 GY
_3FTWOWAY FLOAD 4.44 GY
_RTWOWAY FLOAD 0.84 GY
ONEWAY LOAD
_2FONEWAY ONE 4.44 GY
_3FONEWAY ONE 4.44 GY
_RONEWAY ONE 0.84 GY
ELEMENT LOAD
327 TO 329 331 333 334 PR GY 1.1
327 TO 329 331 333 334 PR GY 2.26
MEMBER LOAD
1 TO 10 12 TO 17 19 TO 21 61 63 65 67 TO 70 72 TO 77 79 TO 81 121 TO 123 125 -
126 TO 130 132 TO 137 139 TO 141 181 TO 204 213 TO 236 335 336 UNI GY 8.4
END DEFINE REFERENCE LOADS
FLOOR DIAPHRAGM
DIA 1 TYPE RIG HEI 2 JOINT 9 TO 16 49 TO 56 89 TO 96 180
DIA 2 TYPE RIG HEI 5 JOINT 17 TO 24 57 TO 64 97 TO 104 129 TO 136 153 TO 160 -
179 188 189
DIA 3 TYPE RIG HEI 8 JOINT 25 TO 32 65 TO 72 105 TO 112 137 TO 144 -
161 TO 168 185
DIA 4 TYPE RIG HEI 11 JOINT 33 TO 40 73 TO 80 113 TO 120 145 TO 152 169 TO 176
DEFINE UBC LOAD
ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 1 CT 0.0731 PX 0.4415 PZ 0.4415 NA 1 NV 1
ONEWAY LOAD
_RONEWAY ONE 0.15 GX
_3FONEWAY ONE 0.475 GX
_2FONEWAY ONE 0.475 GX
FLOOR WEIGHT
_RTWOWAY FLOAD 0.15
_3FTWOWAY FLOAD 0.475
_2FTWOWAY FLOAD 0.475
ELEMENT WEIGHT
327 TO 329 331 333 334 PRESSURE 0.475
SELFWEIGHT 1
REFERENCE LOAD Y
R1 1.0
DEFINE WIND LOAD
TYPE 1 WX
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 300.000 KMPH 0 1 3 0 0.000 FT 0.000 FT 0.000 FT 1 -
1 11.000 M 26.000 M 5.600 M 2.000 0.010 0 -
0 0 0 0 0.739 1.000 1.000 0.850 0 -
0 0 0 0.871 0.800 -0.550
!> END GENERATED DATA BLOCK
INT 2.92089 2.92089 2.96407 3.00434 3.04213 3.07777 3.11153 3.14365 3.17429 -
3.20362 3.23175 3.2588 3.28487 3.31003 3.33436 HEIG 0 4.572 5.06646 -
5.56092 6.05539 6.54985 7.04431 7.53877 8.03323 8.52769 9.02215 -
9.51662 10.0111 10.5055 11
EXP 0.85 JOINT 1 TO 122 125 126 129 TO 182 185 TO 189
TYPE 2 WZ
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 300.000 KMPH 0 1 3 0 0.000 FT 0.000 FT 0.000 FT 1 -
1 11.000 M 5.600 M 26.000 M 2.000 0.010 0 -
0 0 0 0 0.739 1.000 1.000 0.850 0 -
0 0 0 0.843 0.800 -0.550
!> END GENERATED DATA BLOCK
INT 2.87387 2.87387 2.91565 2.95462 2.99118 3.02566 3.05833 3.08941 3.11906 -
3.14743 3.17465 3.20082 3.22605 3.25039 3.27393 HEIG 0 4.572 5.06646 -
5.56092 6.05539 6.54985 7.04431 7.53877 8.03323 8.52769 9.02215 -
9.51662 10.0111 10.5055 11
EXP 0.85 JOINT 1 TO 122 125 126 129 TO 182 185 TO 189
LOAD 1 LOADTYPE Seismic TITLE +EQX
UBC LOAD X 1
PERFORM ANALYSIS
CHANGE
PRINT STORY DRIFT 0.004200
LOAD 2 LOADTYPE Seismic TITLE +EQZ
UBC LOAD Z 1
PERFORM ANALYSIS
CHANGE
PRINT STORY DRIFT 0.004200
LOAD 3 LOADTYPE Seismic TITLE -EQX
UBC LOAD X -1
PERFORM ANALYSIS
CHANGE
PRINT STORY DRIFT 0.004200
LOAD 4 LOADTYPE Seismic TITLE -EQZ
UBC LOAD Z -1
PERFORM ANALYSIS
CHANGE
PRINT STORY DRIFT 0.004200
LOAD 5 LOADTYPE Dead TITLE DL
REFERENCE LOAD
R1 -1.0
SELFWEIGHT Y -1
LOAD 6 LOADTYPE Live TITLE LL
FLOOR LOAD
_2FTWOWAY FLOAD -1.9 GY
_3FTWOWAY FLOAD -1.9 GY
_RTWOWAY FLOAD -0.6 GY
ONEWAY LOAD
_2FONEWAY ONE -1.9 GY
_3FONEWAY ONE -1.9 GY
_RONEWAY ONE -0.6 GY
ELEMENT LOAD
327 TO 329 331 333 334 PR GY -1.9
LOAD 7 LOADTYPE Wind TITLE +WX
WIND LOAD X 1 TYPE 1 YR 2 11
LOAD 8 LOADTYPE Wind TITLE +WZ
WIND LOAD Z 1 TYPE 2 YR 2 11
LOAD 9 LOADTYPE Wind TITLE -WX
WIND LOAD X -1 TYPE 1 YR 2 11
LOAD 10 LOADTYPE Wind TITLE -WZ
WIND LOAD Z -1 TYPE 2 YR 2 11
LOAD COMB 11 DL+LL
5 1.0 6 1.0
LOAD COMB 12 DL+EQX/1.40
5 1.0 1 0.714
LOAD COMB 13 DL+EQZ/1.40
5 1.0 2 0.714
LOAD COMB 14 DL+ -EQX/1.40
5 1.0 3 0.714
LOAD COMB 15 DL+ -EQZ/1.40
5 1.0 4 0.714
LOAD COMB 16 DL+0.60WX
5 1.0 7 0.6
LOAD COMB 17 DL+0.60WZ
5 1.0 8 0.6
LOAD COMB 18 DL+0.60-WX
5 1.0 9 0.6
LOAD COMB 19 DL+0.60-WZ
5 1.0 10 0.6
LOAD COMB 20 DL+0.75LL
5 1.0 6 0.75
LOAD COMB 21 0.60DL+0.60WX
5 0.6 7 0.6
LOAD COMB 22 0.60DL+0.60WZ
5 0.6 8 0.6
LOAD COMB 23 0.60DL+0.60-WX
5 0.6 9 0.6
LOAD COMB 24 0.60DL+0.60-WZ
5 0.6 10 0.6
LOAD COMB 25 0.60DL+EQX/1.40
5 0.6 1 0.714
LOAD COMB 26 0.60DL+EQZ/1.40
5 0.6 2 0.714
LOAD COMB 27 0.60DL+ -EQX/1.40
5 0.6 3 0.714
LOAD COMB 28 0.60DL+ -EQZ/1.40
5 0.6 4 0.714
LOAD COMB 29 DL+LL+0.60WX
5 1.0 6 1.0 7 0.6
LOAD COMB 30 DL+LL+0.60WZ
5 1.0 6 1.0 8 0.6
LOAD COMB 31 DL+LL+0.60-WX
5 1.0 6 1.0 9 0.6
LOAD COMB 32 DL+LL+0.60-WZ
5 1.0 6 1.0 10 0.6
LOAD COMB 33 DL+LL+EQX/1.40
5 1.0 6 1.0 1 0.714
LOAD COMB 34 DL+LL+EQZ/1.40
5 1.0 6 1.0 2 0.714
LOAD COMB 35 DL+LL+-EQX/1.40
5 1.0 6 1.0 3 0.714
LOAD COMB 36 DL+LL+-EQZ/1.40
5 1.0 6 1.0 4 0.714
LOAD COMB 37 1.40DL
5 1.4
LOAD COMB 38 1.20DL+1.60LL
5 1.2 6 1.6
LOAD COMB 39 1.20DL+0.50LL
5 1.2 6 0.5
LOAD COMB 40 1.20DL+0.50WX
5 1.2 7 0.5
LOAD COMB 41 1.20DL+0.50WZ
5 1.2 8 0.5
LOAD COMB 42 1.20DL+0.50-WX
5 1.2 9 0.5
LOAD COMB 43 1.20DL+0.50-WZ
5 1.2 10 0.5
LOAD COMB 44 1.20DL+0.50LL+WX
5 1.2 6 0.5 7 1.0
LOAD COMB 45 1.20DL+0.50LL+WZ
5 1.2 6 0.5 8 1.0
LOAD COMB 46 1.20DL+0.50LL+-WX
5 1.2 6 0.5 9 1.0
LOAD COMB 47 1.20DL+0.50LL+-WZ
5 1.2 6 0.5 10 1.0
LOAD COMB 48 1.20DL+0.50LL+1.00EQX
5 1.2 6 0.5 1 1.0
LOAD COMB 49 1.20DL+0.50LL+1.00EQZ
5 1.2 6 0.5 2 1.0
LOAD COMB 50 1.20DL+0.50LL+1.00-EQX
5 1.2 6 0.5 3 1.0
LOAD COMB 51 1.20DL+0.50LL+1.00-EQZ
5 1.2 6 0.5 4 1.0
LOAD COMB 52 0.90DL+1.00WX
5 0.9 7 1.0
LOAD COMB 53 0.90DL+1.00WZ
5 0.9 8 1.0
LOAD COMB 54 0.90DL+1.00-WX
5 0.9 9 1.0
LOAD COMB 55 0.90DL+1.00-WZ
5 0.9 10 1.0
LOAD COMB 56 0.90DL+1.00EQX
5 0.9 1 1.0
LOAD COMB 57 0.90DL+1.00EQZ
5 0.9 2 1.0
LOAD COMB 58 0.90DL+1.00-EQX
5 0.9 3 1.0
LOAD COMB 59 0.90DL+1.00-EQZ
5 0.9 4 1.0
PERFORM ANALYSIS
PRINT ANALYSIS RESULTS
CHECK SOFT STORY ASCE 7-02
START CONCRETE DESIGN
CODE ACI
FC 20600 ALL
FYMAIN 275000 ALL
FYSEC 275000 ALL
MAXMAIN 16 ALL
MINMAIN 16 ALL
MINSEC 10 ALL
RHOMN 0.015 MEMB 29 TO 60 89 TO 120 149 TO 180 245 246 251 252 338 340
TRACK 2 ALL
DESIGN BEAM 1 TO 28 61 63 65 67 TO 70 72 TO 77 79 TO 82 84 86 88 121 TO 148 -
181 TO 244 247 256 TO 301 323 TO 326 332 335 TO 337 339 341
DESIGN COLUMN 29 TO 60 89 TO 120 149 TO 180 245 246 251 252 338 340
CONCRETE TAKE
END CONCRETE DESIGN
FINISH

MODEL 2

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 07-Feb-20
JOB NAME THREE STOREY BUILDING
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 4 0 0; 3 8 0 0; 4 12 0 0; 5 14 0 0; 6 18 0 0; 7 22 0 0; 8 26 0 0;
9 0 2 0; 10 4 2 0; 11 8 2 0; 12 12 2 0; 13 14 2 0; 14 18 2 0; 15 22 2 0;
16 26 2 0; 17 0 5 0; 18 4 5 0; 19 8 5 0; 20 12 5 0; 21 14 5 0; 22 18 5 0;
23 22 5 0; 24 26 5 0; 25 0 8 0; 26 4 8 0; 27 8 8 0; 28 12 8 0; 29 14 8 0;
30 18 8 0; 31 22 8 0; 32 26 8 0; 33 0 11 0; 34 4 11 0; 35 8 11 0; 36 12 11 0;
37 14 11 0; 38 18 11 0; 39 22 11 0; 40 26 11 0; 41 0 0 2.6; 42 4 0 2.6;
43 8 0 2.6; 44 12 0 2.6; 45 14 0 2.6; 46 18 0 2.6; 47 22 0 2.6; 48 26 0 2.6;
49 0 2 2.6; 50 4 2 2.6; 51 8 2 2.6; 52 12 2 2.6; 53 14 2 2.6; 54 18 2 2.6;
55 22 2 2.6; 56 26 2 2.6; 57 0 5 2.6; 58 4 5 2.6; 59 8 5 2.6; 60 12 5 2.6;
61 14 5 2.6; 62 18 5 2.6; 63 22 5 2.6; 64 26 5 2.6; 65 0 8 2.6; 66 4 8 2.6;
67 8 8 2.6; 68 12 8 2.6; 69 14 8 2.6; 70 18 8 2.6; 71 22 8 2.6; 72 26 8 2.6;
73 0 11 2.6; 74 4 11 2.6; 75 8 11 2.6; 76 12 11 2.6; 77 14 11 2.6;
78 18 11 2.6; 79 22 11 2.6; 80 26 11 2.6; 81 0 0 5.6; 82 4 0 5.6; 83 8 0 5.6;
84 12 0 5.6; 85 14 0 5.6; 86 18 0 5.6; 87 22 0 5.6; 88 26 0 5.6; 89 0 2 5.6;
90 4 2 5.6; 91 8 2 5.6; 92 12 2 5.6; 93 14 2 5.6; 94 18 2 5.6; 95 22 2 5.6;
96 26 2 5.6; 97 0 5 5.6; 98 4 5 5.6; 99 8 5 5.6; 100 12 5 5.6; 101 14 5 5.6;
102 18 5 5.6; 103 22 5 5.6; 104 26 5 5.6; 105 0 8 5.6; 106 4 8 5.6;
107 8 8 5.6; 108 12 8 5.6; 109 14 8 5.6; 110 18 8 5.6; 111 22 8 5.6;
112 26 8 5.6; 113 0 11 5.6; 114 4 11 5.6; 115 8 11 5.6; 116 12 11 5.6;
117 14 11 5.6; 118 18 11 5.6; 119 22 11 5.6; 120 26 11 5.6; 121 12 3.5 2.6;
122 14 3.5 2.6; 125 12 6.5 2.6; 126 14 6.5 2.6; 129 0 5 -1.5; 130 4 5 -1.5;
131 8 5 -1.5; 132 12 5 -1.5; 133 14 5 -1.5; 134 18 5 -1.5; 135 22 5 -1.5;
136 26 5 -1.5; 137 0 8 -1.5; 138 4 8 -1.5; 139 8 8 -1.5; 140 12 8 -1.5;
141 14 8 -1.5; 142 18 8 -1.5; 143 22 8 -1.5; 144 26 8 -1.5; 145 0 11 -1.5;
146 4 11 -1.5; 147 8 11 -1.5; 148 12 11 -1.5; 149 14 11 -1.5; 150 18 11 -1.5;
151 22 11 -1.5; 152 26 11 -1.5; 153 0 5 6.6; 154 4 5 6.6; 155 8 5 6.6;
156 12 5 6.6; 157 14 5 6.6; 158 18 5 6.6; 159 22 5 6.6; 160 26 5 6.6;
161 0 8 6.6; 162 4 8 6.6; 163 8 8 6.6; 164 12 8 6.6; 165 14 8 6.6;
166 18 8 6.6; 167 22 8 6.6; 168 26 8 6.6; 169 0 11 6.6; 170 4 11 6.6;
171 8 11 6.6; 172 12 11 6.6; 173 14 11 6.6; 174 18 11 6.6; 175 22 11 6.6;
176 26 11 6.6; 177 13 3.5 2.6; 178 13 6.5 2.6; 179 13 5 0; 180 13 2 5.6;
181 14 3.5 4.1; 182 13 3.5 4.1; 185 13 8 0; 186 12 6.5 3.6; 187 14 6.5 3.6;
188 12 5 3.6; 189 14 5 3.6;
MEMBER INCIDENCES
1 9 10; 2 10 11; 3 11 12; 4 12 13; 5 13 14; 6 14 15; 7 15 16; 8 17 18; 9 18 19;
10 19 20; 11 20 179; 12 21 22; 13 22 23; 14 23 24; 15 25 26; 16 26 27;
17 27 28; 18 28 185; 19 29 30; 20 30 31; 21 31 32; 22 33 34; 23 34 35;
24 35 36; 25 36 37; 26 37 38; 27 38 39; 28 39 40; 29 1 9; 30 2 10; 31 3 11;
32 4 12; 33 5 13; 34 6 14; 35 7 15; 36 8 16; 37 9 17; 38 10 18; 39 11 19;
40 12 20; 41 13 21; 42 14 22; 43 15 23; 44 16 24; 45 17 25; 46 18 26; 47 19 27;
48 20 28; 49 21 29; 50 22 30; 51 23 31; 52 24 32; 53 25 33; 54 26 34; 55 27 35;
56 28 36; 57 29 37; 58 30 38; 59 31 39; 60 32 40; 61 49 50; 63 51 52; 65 53 54;
67 55 56; 68 57 58; 69 58 59; 70 59 60; 72 61 62; 73 62 63; 74 63 64; 75 65 66;
76 66 67; 77 67 68; 79 69 70; 80 70 71; 81 71 72; 82 73 74; 84 75 76; 86 77 78;
88 79 80; 89 41 49; 90 42 50; 91 43 51; 92 44 52; 93 45 53; 94 46 54; 95 47 55;
96 48 56; 97 49 57; 98 50 58; 99 51 59; 100 52 121; 101 53 122; 102 54 62;
103 55 63; 104 56 64; 105 57 65; 106 58 66; 107 59 67; 108 60 125; 109 61 126;
110 62 70; 111 63 71; 112 64 72; 113 65 73; 114 66 74; 115 67 75; 116 68 76;
117 69 77; 118 70 78; 119 71 79; 120 72 80; 121 89 90; 122 90 91; 123 91 92;
124 92 180; 125 93 94; 126 94 95; 127 95 96; 128 97 98; 129 98 99; 130 99 100;
131 100 101; 132 101 102; 133 102 103; 134 103 104; 135 105 106; 136 106 107;
137 107 108; 138 108 109; 139 109 110; 140 110 111; 141 111 112; 142 113 114;
143 114 115; 144 115 116; 145 116 117; 146 117 118; 147 118 119; 148 119 120;
149 81 89; 150 82 90; 151 83 91; 152 84 92; 153 85 93; 154 86 94; 155 87 95;
156 88 96; 157 89 97; 158 90 98; 159 91 99; 160 92 100; 161 93 101; 162 94 102;
163 95 103; 164 96 104; 165 97 105; 166 98 106; 167 99 107; 168 100 108;
169 101 109; 170 102 110; 171 103 111; 172 104 112; 173 105 113; 174 106 114;
175 107 115; 176 108 116; 177 109 117; 178 110 118; 179 111 119; 180 112 120;
181 9 49; 182 10 50; 183 11 51; 184 12 52; 185 13 53; 186 14 54; 187 15 55;
188 16 56; 189 17 57; 190 18 58; 191 19 59; 192 20 60; 193 21 61; 194 22 62;
195 23 63; 196 24 64; 197 25 65; 198 26 66; 199 27 67; 200 28 68; 201 29 69;
202 30 70; 203 31 71; 204 32 72; 205 33 73; 206 34 74; 207 35 75; 208 36 76;
209 37 77; 210 38 78; 211 39 79; 212 40 80; 213 49 89; 214 50 90; 215 51 91;
216 52 92; 217 53 93; 218 54 94; 219 55 95; 220 56 96; 221 57 97; 222 58 98;
223 59 99; 224 60 188; 225 61 189; 226 62 102; 227 63 103; 228 64 104;
229 65 105; 230 66 106; 231 67 107; 232 68 108; 233 69 109; 234 70 110;
235 71 111; 236 72 112; 237 73 113; 238 74 114; 239 75 115; 240 76 116;
241 77 117; 242 78 118; 243 79 119; 244 80 120; 245 121 60; 246 122 61;
247 121 177; 251 125 68; 252 126 69; 256 125 178; 257 17 129; 258 18 130;
259 19 131; 260 20 132; 261 21 133; 262 22 134; 263 23 135; 264 24 136;
265 129 130; 266 130 131; 267 131 132; 268 132 133; 269 133 134; 270 134 135;
271 135 136; 272 25 137; 273 26 138; 274 27 139; 275 28 140; 276 29 141;
277 30 142; 278 31 143; 279 32 144; 280 137 138; 281 138 139; 282 139 140;
283 140 141; 284 141 142; 285 142 143; 286 143 144; 287 33 145; 288 34 146;
289 35 147; 290 36 148; 291 37 149; 292 38 150; 293 39 151; 294 40 152;
295 145 146; 296 146 147; 297 147 148; 298 148 149; 299 149 150; 300 150 151;
301 151 152; 323 177 122; 324 178 126; 325 179 21; 326 180 93; 332 185 29;
335 188 100; 336 189 101; 337 125 186; 338 186 188; 339 186 187; 340 187 189;
341 126 187;
ELEMENT INCIDENCES SHELL
302 154 153 97 98; 303 155 154 98 99; 304 156 155 99 100; 305 157 156 100 101;
306 158 157 101 102; 307 159 158 102 103; 308 160 159 103 104;
309 162 161 105 106; 310 163 162 106 107; 311 164 163 107 108;
312 165 164 108 109; 313 166 165 109 110; 314 167 166 110 111;
315 168 167 111 112; 316 170 169 113 114; 317 171 170 114 115;
318 172 171 115 116; 319 173 172 116 117; 320 174 173 117 118;
321 175 174 118 119; 322 176 175 119 120; 327 93 180 182 181;
328 181 182 177 122; 329 177 179 21 122; 331 20 179 178 125;
333 178 185 29 126; 334 186 125 126 187;
START GROUP DEFINITION
FLOOR
_2FTWOWAY 8 TO 10 12 TO 14 68 TO 70 72 TO 74 128 TO 130 132 TO 134 -
189 TO 196 221 TO 228 335 336
_3FTWOWAY 15 TO 17 19 TO 21 75 TO 77 79 TO 81 135 TO 137 139 TO 141 -
197 TO 204 229 TO 236
_RTWOWAY 22 TO 28 82 84 86 88 142 TO 148 205 TO 212 237 TO 244
_2FONEWAY 8 TO 14 257 TO 271 325
_3FONEWAY 15 TO 21 272 TO 286 332
_RONEWAY 22 TO 28 287 TO 301
JOINT
END GROUP DEFINITION
ELEMENT PROPERTY
327 TO 329 331 333 334 THICKNESS 0.15
302 TO 322 THICKNESS 0.1
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
29 32 33 36 37 40 41 44 45 48 49 52 53 56 57 60 89 TO 120 149 152 153 156 -
157 160 161 164 165 168 169 172 173 176 177 180 245 246 251 -
252 PRIS YD 0.3 ZD 0.4
1 TO 7 61 63 65 67 121 TO 127 181 TO 188 213 TO 220 326 PRIS YD 0.4 ZD 0.25
8 TO 21 68 TO 70 72 TO 77 79 TO 81 128 TO 141 189 TO 204 221 TO 236 325 332 -
335 336 PRIS YD 0.4 ZD 0.25
22 TO 28 82 84 86 88 142 TO 148 205 TO 212 237 TO 244 PRIS YD 0.4 ZD 0.25
257 TO 264 272 TO 279 PRIS YD 0.4 ZD 0.25
338 340 PRIS YD 0.25 ZD 0.25
MEMBER PROPERTY AMERICAN
265 TO 271 280 TO 286 295 TO 301 PRIS YD 0.4 ZD 0.25
247 256 323 324 337 339 341 PRIS YD 0.4 ZD 0.25
287 TO 294 PRIS YD 0.4 ZD 0.25
MEMBER PROPERTY AMERICAN
30 31 34 35 38 39 42 43 46 47 50 51 54 55 58 59 150 151 154 155 158 159 162 -
163 166 167 170 171 174 175 178 179 PRIS YD 0.4 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 8 41 TO 48 81 TO 88 FIXED
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead TITLE DL
FLOOR LOAD
_2FTWOWAY FLOAD 4.44 GY
_3FTWOWAY FLOAD 4.44 GY
_RTWOWAY FLOAD 0.84 GY
ONEWAY LOAD
_2FONEWAY ONE 4.44 GY
_3FONEWAY ONE 4.44 GY
_RONEWAY ONE 0.84 GY
SELFWEIGHT Y 1
ELEMENT LOAD
327 TO 329 331 333 334 PR GY 1.1
327 TO 329 331 333 334 PR GY 2.26
MEMBER LOAD
1 TO 10 12 TO 17 19 TO 21 61 63 65 67 TO 70 72 TO 77 79 TO 81 121 TO 123 125 -
126 TO 130 132 TO 137 139 TO 141 181 TO 204 213 TO 236 335 336 UNI GY 8.4
END DEFINE REFERENCE LOADS
FLOOR DIAPHRAGM
DIA 1 TYPE RIG HEI 2 JOINT 9 TO 16 49 TO 56 89 TO 96 180
DIA 2 TYPE RIG HEI 5 JOINT 17 TO 24 57 TO 64 97 TO 104 129 TO 136 153 TO 160 -
179 188 189
DIA 3 TYPE RIG HEI 8 JOINT 25 TO 32 65 TO 72 105 TO 112 137 TO 144 -
161 TO 168 185
DIA 4 TYPE RIG HEI 11 JOINT 33 TO 40 73 TO 80 113 TO 120 145 TO 152 169 TO 176
DEFINE UBC LOAD
ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 1 CT 0.0731 PX 0.4415 PZ 0.4415 NA 1 NV 1
ONEWAY LOAD
_3FONEWAY ONE 0.475 GX
_2FONEWAY ONE 0.475 GX
_3FONEWAY ONE 0.15 GX
FLOOR WEIGHT
_RTWOWAY FLOAD 0.15
_3FTWOWAY FLOAD 0.475
_2FTWOWAY FLOAD 0.475
ELEMENT WEIGHT
327 TO 329 331 333 334 PRESSURE 0.475
REFERENCE LOAD Y
R1 1.0
DEFINE WIND LOAD
TYPE 1 WX
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 300.000 KMPH 0 1 3 0 0.000 FT 0.000 FT 0.000 FT 1 -
1 11.000 M 26.000 M 5.600 M 2.000 0.010 0 -
0 0 0 0 0.739 1.000 1.000 0.850 0 -
0 0 0 0.871 0.800 -0.550
!> END GENERATED DATA BLOCK
INT 2.92089 2.92089 2.96407 3.00434 3.04213 3.07777 3.11153 3.14365 3.17429 -
3.20362 3.23175 3.2588 3.28487 3.31003 3.33436 HEIG 0 4.572 5.06646 -
5.56092 6.05539 6.54985 7.04431 7.53877 8.03323 8.52769 9.02215 -
9.51662 10.0111 10.5055 11
EXP 0.85 JOINT 1 TO 122 125 126 129 TO 182 185 TO 189
TYPE 2 WZ
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2010:PARAMS 300.000 KMPH 0 1 3 0 0.000 FT 0.000 FT 0.000 FT 1 -
1 11.000 M 5.600 M 26.000 M 2.000 0.010 0 -
0 0 0 0 0.739 1.000 1.000 0.850 0 -
0 0 0 0.843 0.800 -0.550
!> END GENERATED DATA BLOCK
INT 2.87387 2.87387 2.91565 2.95462 2.99118 3.02566 3.05833 3.08941 3.11906 -
3.14743 3.17465 3.20082 3.22605 3.25039 3.27393 HEIG 0 4.572 5.06646 -
5.56092 6.05539 6.54985 7.04431 7.53877 8.03323 8.52769 9.02215 -
9.51662 10.0111 10.5055 11
EXP 0.85 JOINT 1 TO 122 125 126 129 TO 182 185 TO 189
LOAD 1 LOADTYPE Seismic TITLE +EQX
UBC LOAD X 1
PERFORM ANALYSIS
CHANGE
PRINT STORY DRIFT 0.004200
LOAD 2 LOADTYPE Seismic TITLE +EQZ
UBC LOAD Z 1
PERFORM ANALYSIS
CHANGE
PRINT STORY DRIFT 0.004200
LOAD 3 LOADTYPE Seismic TITLE -EQX
UBC LOAD X -1
PERFORM ANALYSIS
CHANGE
PRINT STORY DRIFT 0.004200
LOAD 4 LOADTYPE Seismic TITLE -EQZ
UBC LOAD Z -1
PERFORM ANALYSIS
CHANGE
PRINT STORY DRIFT 0.004200
LOAD 5 LOADTYPE Dead TITLE DL
REFERENCE LOAD
R1 -1.0
LOAD 6 LOADTYPE Live TITLE LL
FLOOR LOAD
_2FTWOWAY FLOAD -1.9 GY
_3FTWOWAY FLOAD -1.9 GY
_RTWOWAY FLOAD -0.6 GY
ONEWAY LOAD
_2FONEWAY ONE -1.9 GY
_3FONEWAY ONE -1.9 GY
_RONEWAY ONE -0.6 GY
ELEMENT LOAD
327 TO 329 331 333 334 PR GY -1.9
LOAD 7 LOADTYPE Wind TITLE +WX
WIND LOAD X 1 TYPE 1 YR 2 11
LOAD 8 LOADTYPE Wind TITLE +WZ
WIND LOAD Z 1 TYPE 2 YR 2 11
LOAD 9 LOADTYPE Wind TITLE -WX
WIND LOAD X -1 TYPE 1 YR 2 11
LOAD 10 LOADTYPE Wind TITLE -WZ
WIND LOAD Z -1 TYPE 2 YR 2 11
LOAD COMB 11 DL+LL
5 1.0 6 1.0
LOAD COMB 12 DL+EQX/1.40
5 1.0 1 0.714
LOAD COMB 13 DL+EQZ/1.40
5 1.0 2 0.714
LOAD COMB 14 DL+ -EQX/1.40
5 1.0 3 0.714
LOAD COMB 15 DL+ -EQZ/1.40
5 1.0 4 0.714
LOAD COMB 16 DL+0.60WX
5 1.0 7 0.6
LOAD COMB 17 DL+0.60WZ
5 1.0 8 0.6
LOAD COMB 18 DL+0.60-WX
5 1.0 9 0.6
LOAD COMB 19 DL+0.60-WZ
5 1.0 10 0.6
LOAD COMB 20 DL+0.75LL
5 1.0 6 0.75
LOAD COMB 21 0.60DL+0.60WX
5 0.6 7 0.6
LOAD COMB 22 0.60DL+0.60WZ
5 0.6 8 0.6
LOAD COMB 23 0.60DL+0.60-WX
5 0.6 9 0.6
LOAD COMB 24 0.60DL+0.60-WZ
5 0.6 10 0.6
LOAD COMB 25 0.60DL+EQX/1.40
5 0.6 1 0.714
LOAD COMB 26 0.60DL+EQZ/1.40
5 0.6 2 0.714
LOAD COMB 27 0.60DL+ -EQX/1.40
5 0.6 3 0.714
LOAD COMB 28 0.60DL+ -EQZ/1.40
5 0.6 4 0.714
LOAD COMB 29 DL+LL+0.60WX
5 1.0 6 1.0 7 0.6
LOAD COMB 30 DL+LL+0.60WZ
5 1.0 6 1.0 8 0.6
LOAD COMB 31 DL+LL+0.60-WX
5 1.0 6 1.0 9 0.6
LOAD COMB 32 DL+LL+0.60-WZ
5 1.0 6 1.0 10 0.6
LOAD COMB 33 DL+LL+EQX/1.40
5 1.0 6 1.0 1 0.714
LOAD COMB 34 DL+LL+EQZ/1.40
5 1.0 6 1.0 2 0.714
LOAD COMB 35 DL+LL+-EQX/1.40
5 1.0 6 1.0 3 0.714
LOAD COMB 36 DL+LL+-EQZ/1.40
5 1.0 6 1.0 4 0.714
LOAD COMB 37 1.40DL
5 1.4
LOAD COMB 38 1.20DL+1.60LL
5 1.2 6 1.6
LOAD COMB 39 1.20DL+0.50LL
5 1.2 6 0.5
LOAD COMB 40 1.20DL+0.50WX
5 1.2 7 0.5
LOAD COMB 41 1.20DL+0.50WZ
5 1.2 8 0.5
LOAD COMB 42 1.20DL+0.50-WX
5 1.2 9 0.5
LOAD COMB 43 1.20DL+0.50-WZ
5 1.2 10 0.5
LOAD COMB 44 1.20DL+0.50LL+WX
5 1.2 6 0.5 7 1.0
LOAD COMB 45 1.20DL+0.50LL+WZ
5 1.2 6 0.5 8 1.0
LOAD COMB 46 1.20DL+0.50LL+-WX
5 1.2 6 0.5 9 1.0
LOAD COMB 47 1.20DL+0.50LL+-WZ
5 1.2 6 0.5 10 1.0
LOAD COMB 48 1.20DL+0.50LL+1.00EQX
5 1.2 6 0.5 1 1.0
LOAD COMB 49 1.20DL+0.50LL+1.00EQZ
5 1.2 6 0.5 2 1.0
LOAD COMB 50 1.20DL+0.50LL+1.00-EQX
5 1.2 6 0.5 3 1.0
LOAD COMB 51 1.20DL+0.50LL+1.00-EQZ
5 1.2 6 0.5 4 1.0
LOAD COMB 52 0.90DL+1.00WX
5 0.9 7 1.0
LOAD COMB 53 0.90DL+1.00WZ
5 0.9 8 1.0
LOAD COMB 54 0.90DL+1.00-WX
5 0.9 9 1.0
LOAD COMB 55 0.90DL+1.00-WZ
5 0.9 10 1.0
LOAD COMB 56 0.90DL+1.00EQX
5 0.9 1 1.0
LOAD COMB 57 0.90DL+1.00EQZ
5 0.9 2 1.0
LOAD COMB 58 0.90DL+1.00-EQX
5 0.9 3 1.0
LOAD COMB 59 0.90DL+1.00-EQZ
5 0.9 4 1.0
PERFORM ANALYSIS
PRINT ANALYSIS RESULTS
CHECK SOFT STORY ASCE 7-02
START CONCRETE DESIGN
CODE ACI
FC 20600 ALL
FYMAIN 275000 ALL
FYSEC 275000 ALL
MAXMAIN 16 ALL
MINMAIN 16 ALL
MINSEC 10 ALL
RHOMN 0.015 MEMB 29 TO 60 89 TO 120 149 TO 180 245 246 251 252 338 340
TRACK 2 ALL
DESIGN BEAM 1 TO 28 61 63 65 67 TO 70 72 TO 77 79 TO 82 84 86 88 121 TO 148 -
181 TO 244 247 256 TO 301 323 TO 326 332 335 TO 337 339 341
DESIGN COLUMN 29 TO 60 89 TO 120 149 TO 180 245 246 251 252 338 340
CONCRETE TAKE
END CONCRETE DESIGN
FINISH