The design parameter for concrete is set as 250kg/cm2 but when i double click elements it shows a value of 280 kg/cm2

Hello everyone, I´m designing a small concrete storage but I have an issue with the concrete strength I created a new material in order to assign a strength parameter of 250 kg/cm2, however when i double-click one of the elements it shows that the design parameter is f´c 28 MPA, so I´d like to know what is it that I did wrong or if that window will just show the same parameter regardless of the value it uses for the actual analysys and design. I´m attaching the input of the model and two pictures wich show the design parameters when double clicking the elements and the FCU of the material created. Thanks in advance for any input regarding this issue.

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 27-Aug-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KG
JOINT COORDINATES
1 0 0 0; 2 0.65 0 0; 3 0 0 0.6; 4 0.65 0 0.6; 5 1.3 0 0; 6 1.3 0 0.6;
7 1.95 0 0; 8 1.95 0 0.6; 9 2.6 0 0; 10 2.6 0 0.6; 11 3.25 0 0; 12 3.25 0 0.6;
13 3.9 0 0; 14 3.9 0 0.6; 15 4.55 0 0; 16 4.55 0 0.6; 17 5.2 0 0; 18 5.2 0 0.6;
19 5.85 0 0; 20 5.85 0 0.6; 21 6.5 0 0; 22 6.5 0 0.6; 23 7.15 0 0;
24 7.15 0 0.6; 25 7.8 0 0; 26 7.8 0 0.6; 27 8.45 0 0; 28 8.45 0 0.6;
29 9.1 0 0; 30 9.1 0 0.6; 31 9.75 0 0; 32 9.75 0 0.6; 33 10.4 0 0;
34 10.4 0 0.6; 35 11.05 0 0; 36 11.05 0 0.6; 37 11.7 0 0; 38 11.7 0 0.6;
39 12.35 0 0; 40 12.35 0 0.6; 41 13 0 0; 42 13 0 0.6; 43 13.65 0 0;
44 13.65 0 0.6; 45 14.3 0 0; 46 14.3 0 0.6; 47 14.95 0 0; 48 14.95 0 0.6;
49 15.6 0 0; 50 15.6 0 0.6; 51 0 0 1.2; 52 0.65 0 1.2; 53 1.3 0 1.2;
54 1.95 0 1.2; 55 2.6 0 1.2; 56 3.25 0 1.2; 57 3.9 0 1.2; 58 4.55 0 1.2;
59 5.2 0 1.2; 60 5.85 0 1.2; 61 6.5 0 1.2; 62 7.15 0 1.2; 63 7.8 0 1.2;
64 8.45 0 1.2; 65 9.1 0 1.2; 66 9.75 0 1.2; 67 10.4 0 1.2; 68 11.05 0 1.2;
69 11.7 0 1.2; 70 12.35 0 1.2; 71 13 0 1.2; 72 13.65 0 1.2; 73 14.3 0 1.2;
74 14.95 0 1.2; 75 15.6 0 1.2; 76 0 0 1.8; 77 0.65 0 1.8; 78 1.3 0 1.8;
79 1.95 0 1.8; 80 2.6 0 1.8; 81 3.25 0 1.8; 82 3.9 0 1.8; 83 4.55 0 1.8;
84 5.2 0 1.8; 85 5.85 0 1.8; 86 6.5 0 1.8; 87 7.15 0 1.8; 88 7.8 0 1.8;
89 8.45 0 1.8; 90 9.1 0 1.8; 91 9.75 0 1.8; 92 10.4 0 1.8; 93 11.05 0 1.8;
94 11.7 0 1.8; 95 12.35 0 1.8; 96 13 0 1.8; 97 13.65 0 1.8; 98 14.3 0 1.8;
99 14.95 0 1.8; 100 15.6 0 1.8; 101 0 0 2.4; 102 0.65 0 2.4; 103 1.3 0 2.4;
104 1.95 0 2.4; 105 2.6 0 2.4; 106 3.25 0 2.4; 107 3.9 0 2.4; 108 4.55 0 2.4;
109 5.2 0 2.4; 110 5.85 0 2.4; 111 6.5 0 2.4; 112 7.15 0 2.4; 113 7.8 0 2.4;
114 8.45 0 2.4; 115 9.1 0 2.4; 116 9.75 0 2.4; 117 10.4 0 2.4; 118 11.05 0 2.4;
119 11.7 0 2.4; 120 12.35 0 2.4; 121 13 0 2.4; 122 13.65 0 2.4; 123 14.3 0 2.4;
124 14.95 0 2.4; 125 15.6 0 2.4; 126 0 0 3; 127 0.65 0 3; 128 1.3 0 3;
129 1.95 0 3; 130 2.6 0 3; 131 3.25 0 3; 133 4.55 0 3; 134 5.2 0 3;
135 5.85 0 3; 136 6.5 0 3; 137 7.15 0 3; 139 8.45 0 3; 141 9.75 0 3;
142 10.4 0 3; 143 11.05 0 3; 145 12.35 0 3; 146 13 0 3; 147 13.65 0 3;
148 14.3 0 3; 149 14.95 0 3; 150 15.6 0 3; 151 0 0.6 0; 152 0.65 0.6 0;
153 1.3 0.6 0; 154 1.95 0.6 0; 155 2.6 0.6 0; 156 3.25 0.6 0; 157 3.9 0.6 0;
158 4.55 0.6 0; 159 5.2 0.6 0; 160 5.85 0.6 0; 161 6.5 0.6 0; 162 7.15 0.6 0;
163 7.8 0.6 0; 164 8.45 0.6 0; 165 9.1 0.6 0; 166 9.75 0.6 0; 167 10.4 0.6 0;
168 11.05 0.6 0; 169 11.7 0.6 0; 170 12.35 0.6 0; 171 13 0.6 0;
172 13.65 0.6 0; 173 14.3 0.6 0; 174 14.95 0.6 0; 175 15.6 0.6 0; 176 0 1.2 0;
177 0.65 1.2 0; 178 1.3 1.2 0; 179 1.95 1.2 0; 180 2.6 1.2 0; 181 3.25 1.2 0;
182 3.9 1.2 0; 183 4.55 1.2 0; 184 5.2 1.2 0; 185 5.85 1.2 0; 186 6.5 1.2 0;
187 7.15 1.2 0; 188 7.8 1.2 0; 189 8.45 1.2 0; 190 9.1 1.2 0; 191 9.75 1.2 0;
192 10.4 1.2 0; 193 11.05 1.2 0; 194 11.7 1.2 0; 195 12.35 1.2 0; 196 13 1.2 0;
197 13.65 1.2 0; 198 14.3 1.2 0; 199 14.95 1.2 0; 200 15.6 1.2 0; 201 0 1.8 0;
202 0.65 1.8 0; 203 1.3 1.8 0; 204 1.95 1.8 0; 205 2.6 1.8 0; 206 3.25 1.8 0;
207 3.9 1.8 0; 208 4.55 1.8 0; 209 5.2 1.8 0; 210 5.85 1.8 0; 211 6.5 1.8 0;
212 7.15 1.8 0; 213 7.8 1.8 0; 214 8.45 1.8 0; 215 9.1 1.8 0; 216 9.75 1.8 0;
217 10.4 1.8 0; 218 11.05 1.8 0; 219 11.7 1.8 0; 220 12.35 1.8 0; 221 13 1.8 0;
222 13.65 1.8 0; 223 14.3 1.8 0; 224 14.95 1.8 0; 225 15.6 1.8 0; 226 0 1.8 3;
229 15.6 1.8 3; 230 0.65 0 3.6; 231 0 0 3.6; 232 1.3 0 3.6; 233 1.95 0 3.6;
234 2.6 0 3.6; 235 3.25 0 3.6; 236 3.9 0 3.6; 237 4.55 0 3.6; 238 5.2 0 3.6;
239 5.85 0 3.6; 240 6.5 0 3.6; 241 7.15 0 3.6; 242 7.8 0 3.6; 243 8.45 0 3.6;
244 9.1 0 3.6; 245 9.75 0 3.6; 246 10.4 0 3.6; 247 11.05 0 3.6; 248 11.7 0 3.6;
249 12.35 0 3.6; 250 13 0 3.6; 251 13.65 0 3.6; 252 14.3 0 3.6;
253 14.95 0 3.6; 254 15.6 0 3.6; 255 -0.65 0 0; 256 -0.65 0 0.6;
257 -0.65 0 1.2; 258 -0.65 0 1.8; 259 -0.65 0 2.4; 260 -0.65 0 3;
261 -0.65 0 3.6; 262 16.25 0 0; 263 16.25 0 0.6; 264 16.25 0 1.2;
265 16.25 0 1.8; 266 16.25 0 2.4; 267 16.25 0 3; 268 16.25 0 3.6; 269 0 0 -0.6;
270 0.65 0 -0.6; 271 1.3 0 -0.6; 272 1.95 0 -0.6; 273 2.6 0 -0.6;
274 3.25 0 -0.6; 275 3.9 0 -0.6; 276 4.55 0 -0.6; 277 5.2 0 -0.6;
278 5.85 0 -0.6; 279 6.5 0 -0.6; 280 7.15 0 -0.6; 281 7.8 0 -0.6;
282 8.45 0 -0.6; 283 9.1 0 -0.6; 284 9.75 0 -0.6; 285 10.4 0 -0.6;
286 11.05 0 -0.6; 287 11.7 0 -0.6; 288 12.35 0 -0.6; 289 13 0 -0.6;
290 13.65 0 -0.6; 291 14.3 0 -0.6; 292 14.95 0 -0.6; 293 15.6 0 -0.6;
294 -0.65 0 -0.6; 295 16.25 0 -0.6; 305 3.9 1.8 3; 307 9.1 0 3; 308 3.9 0 3;
310 7.8 1.8 3; 311 7.8 0 3; 312 11.7 0 3; 313 11.7 1.8 3; 314 1.2 1.8 3;
315 1.2 1.8 0; 316 -0.4 1.8 0; 317 -0.4 1.8 3; 318 16 1.8 0; 319 16 1.8 3;
MEMBER INCIDENCES
193 316 201; 194 317 226; 195 201 226; 196 201 202; 197 226 314; 198 202 315;
199 315 203; 200 203 204; 201 204 205; 202 314 305; 203 205 206; 204 206 207;
205 207 208; 206 208 209; 207 209 210; 208 305 310; 209 210 211; 210 211 212;
211 212 213; 212 213 214; 213 214 215; 214 215 216; 215 310 313; 216 216 217;
217 126 226; 218 308 305; 219 311 310; 220 150 229; 297 217 218; 298 218 219;
299 219 220; 300 220 221; 301 221 222; 302 313 229; 303 312 313; 304 222 223;
305 223 224; 306 224 225; 307 225 229; 308 225 318; 309 229 319;
ELEMENT INCIDENCES SHELL
1 1 2 4 3; 2 2 5 6 4; 3 5 7 8 6; 4 7 9 10 8; 5 9 11 12 10; 6 11 13 14 12;
7 13 15 16 14; 8 15 17 18 16; 9 17 19 20 18; 10 19 21 22 20; 11 21 23 24 22;
12 23 25 26 24; 13 25 27 28 26; 14 27 29 30 28; 15 29 31 32 30; 16 31 33 34 32;
17 33 35 36 34; 18 35 37 38 36; 19 37 39 40 38; 20 39 41 42 40; 21 41 43 44 42;
22 43 45 46 44; 23 45 47 48 46; 24 47 49 50 48; 25 3 4 52 51; 26 4 6 53 52;
27 6 8 54 53; 28 8 10 55 54; 29 10 12 56 55; 30 12 14 57 56; 31 14 16 58 57;
32 16 18 59 58; 33 18 20 60 59; 34 20 22 61 60; 35 22 24 62 61; 36 24 26 63 62;
37 26 28 64 63; 38 28 30 65 64; 39 30 32 66 65; 40 32 34 67 66; 41 34 36 68 67;
42 36 38 69 68; 43 38 40 70 69; 44 40 42 71 70; 45 42 44 72 71; 46 44 46 73 72;
47 46 48 74 73; 48 48 50 75 74; 49 51 52 77 76; 50 52 53 78 77; 51 53 54 79 78;
52 54 55 80 79; 53 55 56 81 80; 54 56 57 82 81; 55 57 58 83 82; 56 58 59 84 83;
57 59 60 85 84; 58 60 61 86 85; 59 61 62 87 86; 60 62 63 88 87; 61 63 64 89 88;
62 64 65 90 89; 63 65 66 91 90; 64 66 67 92 91; 65 67 68 93 92; 66 68 69 94 93;
67 69 70 95 94; 68 70 71 96 95; 69 71 72 97 96; 70 72 73 98 97; 71 73 74 99 98;
72 74 75 100 99; 73 76 77 102 101; 74 77 78 103 102; 75 78 79 104 103;
76 79 80 105 104; 77 80 81 106 105; 78 81 82 107 106; 79 82 83 108 107;
80 83 84 109 108; 81 84 85 110 109; 82 85 86 111 110; 83 86 87 112 111;
84 87 88 113 112; 85 88 89 114 113; 86 89 90 115 114; 87 90 91 116 115;
88 91 92 117 116; 89 92 93 118 117; 90 93 94 119 118; 91 94 95 120 119;
92 95 96 121 120; 93 96 97 122 121; 94 97 98 123 122; 95 98 99 124 123;
96 99 100 125 124; 97 101 102 127 126; 98 102 103 128 127; 99 103 104 129 128;
100 104 105 130 129; 101 105 106 131 130; 102 106 107 308 131;
103 107 108 133 308; 104 108 109 134 133; 105 109 110 135 134;
106 110 111 136 135; 107 111 112 137 136; 108 112 113 311 137;
109 113 114 139 311; 110 114 115 307 139; 111 115 116 141 307;
112 116 117 142 141; 113 117 118 143 142; 114 118 119 312 143;
115 119 120 145 312; 116 120 121 146 145; 117 121 122 147 146;
118 122 123 148 147; 119 123 124 149 148; 120 124 125 150 149; 121 151 152 2 1;
122 152 153 5 2; 123 153 154 7 5; 124 154 155 9 7; 125 155 156 11 9;
126 156 157 13 11; 127 157 158 15 13; 128 158 159 17 15; 129 159 160 19 17;
130 160 161 21 19; 131 161 162 23 21; 132 162 163 25 23; 133 163 164 27 25;
134 164 165 29 27; 135 165 166 31 29; 136 166 167 33 31; 137 167 168 35 33;
138 168 169 37 35; 139 169 170 39 37; 140 170 171 41 39; 141 171 172 43 41;
142 172 173 45 43; 143 173 174 47 45; 144 174 175 49 47; 145 176 177 152 151;
146 177 178 153 152; 147 178 179 154 153; 148 179 180 155 154;
149 180 181 156 155; 150 181 182 157 156; 151 182 183 158 157;
152 183 184 159 158; 153 184 185 160 159; 154 185 186 161 160;
155 186 187 162 161; 156 187 188 163 162; 157 188 189 164 163;
158 189 190 165 164; 159 190 191 166 165; 160 191 192 167 166;
161 192 193 168 167; 162 193 194 169 168; 163 194 195 170 169;
164 195 196 171 170; 165 196 197 172 171; 166 197 198 173 172;
167 198 199 174 173; 168 199 200 175 174; 169 201 202 177 176;
170 202 203 178 177; 171 203 204 179 178; 172 204 205 180 179;
173 205 206 181 180; 174 206 207 182 181; 175 207 208 183 182;
176 208 209 184 183; 177 209 210 185 184; 178 210 211 186 185;
179 211 212 187 186; 180 212 213 188 187; 181 213 214 189 188;
182 214 215 190 189; 183 215 216 191 190; 184 216 217 192 191;
185 217 218 193 192; 186 218 219 194 193; 187 219 220 195 194;
188 220 221 196 195; 189 221 222 197 196; 190 222 223 198 197;
191 223 224 199 198; 192 224 225 200 199; 226 126 127 230 231;
227 127 128 232 230; 228 128 129 233 232; 229 129 130 234 233;
230 130 131 235 234; 231 131 308 236 235; 232 308 133 237 236;
233 133 134 238 237; 234 134 135 239 238; 235 135 136 240 239;
236 136 137 241 240; 237 137 311 242 241; 238 311 139 243 242;
239 139 307 244 243; 240 307 141 245 244; 241 141 142 246 245;
242 142 143 247 246; 243 143 312 248 247; 244 312 145 249 248;
245 145 146 250 249; 246 146 147 251 250; 247 147 148 252 251;
248 148 149 253 252; 249 149 150 254 253; 250 255 1 3 256; 251 256 3 51 257;
252 257 51 76 258; 253 258 76 101 259; 254 259 101 126 260;
255 260 126 231 261; 256 49 262 263 50; 257 50 263 264 75; 258 75 264 265 100;
259 100 265 266 125; 260 125 266 267 150; 261 150 267 268 254; 262 269 270 2 1;
263 270 271 5 2; 264 271 272 7 5; 265 272 273 9 7; 266 273 274 11 9;
267 274 275 13 11; 268 275 276 15 13; 269 276 277 17 15; 270 277 278 19 17;
271 278 279 21 19; 272 279 280 23 21; 273 280 281 25 23; 274 281 282 27 25;
275 282 283 29 27; 276 283 284 31 29; 277 284 285 33 31; 278 285 286 35 33;
279 286 287 37 35; 280 287 288 39 37; 281 288 289 41 39; 282 289 290 43 41;
283 290 291 45 43; 284 291 292 47 45; 285 292 293 49 47; 286 294 269 1 255;
287 293 295 262 49;
ELEMENT PROPERTY
1 TO 120 226 TO 287 THICKNESS 0.15
121 TO 192 THICKNESS 0.2
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.21467e+009
POISSON 0.17
DENSITY 2402.62
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 2.81228e+006
ISOTROPIC CONC250
E 2.38752e+009
POISSON 0.2
DENSITY 2500
ALPHA 1e-005
DAMP 0.05
G 9.948e+008
TYPE CONCRETE
STRENGTH FCU 2.5e+006
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
193 194 196 TO 216 297 TO 302 304 TO 306 308 309 PRIS YD 0.3 ZD 0.25
217 TO 220 303 PRIS YD 0.25 ZD 0.25
MEMBER PROPERTY AMERICAN
195 307 PRIS YD 0.25 ZD 0.2
CONSTANTS
MATERIAL CONC250 ALL
MEMBER OFFSET
193 TO 216 297 TO 302 304 TO 309 START 0 0.15 0
193 TO 216 297 TO 302 304 TO 309 END 0 0.15 0
UNIT CM KG
SUPPORTS
1 TO 120 226 TO 287 PLATE MAT DIRECT Y SUBGRADE 2.16 PRINT
CUT OFF FREQUENCY 350
CUT OFF MODE SHAPE 130
LOAD 1 LOADTYPE Dead TITLE CARGA MUERTA
MEMBER LOAD
UNIT METER KG
193 194 196 TO 198 UNI GY -2000
199 TO 216 297 TO 302 304 TO 306 308 309 UNI GY -607.6
SELFWEIGHT Y -1
LOAD 2 LOADTYPE Live REDUCIBLE TITLE CARGA VIVA
ELEMENT LOAD
1 TO 120 PR GY -200
LOAD 3 LOADTYPE Roof Live REDUCIBLE TITLE CARGA VIVA EN TECHO
MEMBER LOAD
193 194 196 TO 216 297 TO 302 304 TO 306 308 309 UNI GY -200
LOAD 4 LOADTYPE Roof Live REDUCIBLE TITLE SISMO EN X
SELFWEIGHT X 1
SELFWEIGHT Y 1
SELFWEIGHT Z 1
MEMBER LOAD
193 194 196 TO 198 UNI GX 2000
193 194 196 TO 198 UNI GY 2000
193 194 196 TO 198 UNI GZ 2000
200 TO 216 297 TO 302 304 TO 306 308 309 UNI GX 607.6
200 TO 216 297 TO 302 304 TO 306 308 309 UNI GY 607.6
200 TO 216 297 TO 302 304 TO 306 308 309 UNI GZ 607.6
193 194 196 198 TO 216 297 TO 302 304 TO 306 308 309 UNI GX 50
193 194 196 198 TO 216 297 TO 302 304 TO 306 308 309 UNI GY 50
193 194 196 198 TO 216 297 TO 302 304 TO 306 308 309 UNI GZ 50
ELEMENT LOAD
1 TO 120 PR GX 50
1 TO 120 PR GY 50
1 TO 120 PR GZ 50
SPECTRUM CQC X 2.8 ACC SCALE 9.81 DAMP 0.05 LIN
0 0.182; 0.1 0.1428; 0.2 0.1295; 0.3 0.1071; 0.4 0.0988; 0.5 0.0988;
0.6 0.0988; 0.7 0; 0.8 0.0988; 0.9 0.0988; 1 0.0988; 1.1 0.0899; 1.2 0.0824;
1.3 0.076; 1.4 0.0706; 1.5 0.0659; 1.6 0.0618; 1.7 0.0581; 1.8 0.0549;
1.9 0.052; 2 0.0494; 2.1 0.0471; 2.2 0.0449; 2.3 0.043;
LOAD 5 LOADTYPE Roof Live REDUCIBLE TITLE SISMO EN Y
SPECTRUM CQC Y 0.7 ACC SCALE 9.81 DAMP 0.05 LIN
0 0.182; 0.1 0.1428; 0.2 0.1295; 0.3 0.1071; 0.4 0.0988; 0.5 0.0988;
0.6 0.0988; 0.7 0; 0.8 0.0988; 0.9 0.0988; 1 0.0988; 1.1 0.0899; 1.2 0.0824;
1.3 0.076; 1.4 0.0706; 1.5 0.0659; 1.6 0.0618; 1.7 0.0581; 1.8 0.0549;
1.9 0.052; 2 0.0494; 2.1 0.0471; 2.2 0.0449; 2.3 0.043;
LOAD 6 LOADTYPE Roof Live REDUCIBLE TITLE SISMO EN Z
SPECTRUM CQC Z 3.05 ACC SCALE 9.81 DAMP 0.05 LIN
0 0.182; 0.1 0.1428; 0.2 0.1295; 0.3 0.1071; 0.4 0.0988; 0.5 0.0988;
0.6 0.0988; 0.7 0; 0.8 0.0988; 0.9 0.0988; 1 0.0988; 1.1 0.0899; 1.2 0.0824;
1.3 0.076; 1.4 0.0706; 1.5 0.0659; 1.6 0.0618; 1.7 0.0581; 1.8 0.0549;
1.9 0.052; 2 0.0494; 2.1 0.0471; 2.2 0.0449; 2.3 0.043;
LOAD 7 LOADTYPE Roof Live REDUCIBLE TITLE VIENTO EN X
MEMBER LOAD
217 UNI GX 18.29
220 UNI GX 4.58
JOINT LOAD
1 201 316 FX 5.49
151 176 FX 10.97
49 225 318 FX 1.37
175 200 FX 2.75
MEMBER LOAD
218 219 303 UNI GZ 41.61
217 220 UNI GZ 20.81
ELEMENT LOAD
121 TO 192 PR GZ -10.67
LOAD 8 LOADTYPE Roof Live REDUCIBLE TITLE VIENTO EN Z
MEMBER LOAD
218 219 303 UNI GZ -47.54
217 220 UNI GZ -23.77
ELEMENT LOAD
121 TO 192 PR GZ -3.05
MEMBER LOAD
220 UNI GX 16.01
217 UNI GX -16.01
JOINT LOAD
49 225 318 FX 4.8
175 200 FX 9.61
1 201 316 FX -4.8
151 176 FX -9.61
LOAD COMB 9 COMBINATION LOAD CASE 9
1 1.0
LOAD COMB 10 COMBINATION LOAD CASE 10
1 1.2 2 1.6 3 0.5
LOAD COMB 11 COMBINATION LOAD CASE 11
1 1.2 3 1.6 2 1.0 7 0.8
LOAD COMB 12 COMBINATION LOAD CASE 12
1 1.2 3 1.6 2 1.0 7 -0.8
LOAD COMB 13 COMBINATION LOAD CASE 13
1 1.2 3 1.6 2 1.0 5 0.8
LOAD COMB 14 COMBINATION LOAD CASE 14
1 1.2 3 1.6 2 1.0 5 -0.8
LOAD COMB 15 COMBINATION LOAD CASE 15
1 1.2 4 1.6 2 1.0 3 0.5
LOAD COMB 16 COMBINATION LOAD CASE 16
1 1.2 7 -1.6 2 1.0 3 0.5
LOAD COMB 17 COMBINATION LOAD CASE 17
1 1.2 8 1.6 2 1.0 3 0.5
LOAD COMB 18 COMBINATION LOAD CASE 18
1 1.2 8 -1.6 2 1.0 3 0.5
LOAD COMB 19 COMBINATION LOAD CASE 19
1 1.2 2 1.0 4 1.0
LOAD COMB 20 COMBINATION LOAD CASE 20
1 1.2 2 1.0 4 -0.8
LOAD COMB 21 COMBINATION LOAD CASE 21
1 1.2 2 1.0 5 0.8
LOAD COMB 22 COMBINATION LOAD CASE 22
1 1.2 2 1.0 5 -0.8
LOAD COMB 23 COMBINATION LOAD CASE 23
1 1.2 2 1.0 5 -0.8
LOAD COMB 24 COMBINATION LOAD CASE 24
1 1.2 2 1.0 6 0.8
LOAD COMB 25 COMBINATION LOAD CASE 25
1 1.2 2 1.0 6 -0.8
LOAD COMB 26 COMBINATION LOAD CASE 26
1 0.9 7 1.6
LOAD COMB 27 COMBINATION LOAD CASE 27
1 0.9 7 -1.6
LOAD COMB 28 COMBINATION LOAD CASE 28
1 0.9 7 1.6
LOAD COMB 29 COMBINATION LOAD CASE 29
1 0.9 8 -1.6
LOAD COMB 30 COMBINATION LOAD CASE 30
1 0.9 4 1.0
LOAD COMB 31 COMBINATION LOAD CASE 31
1 0.9 4 -1.0
LOAD COMB 32 COMBINATION LOAD CASE 32
1 0.9 5 1.0
LOAD COMB 33 COMBINATION LOAD CASE 33
1 0.9 5 -1.0
LOAD COMB 34 COMBINATION LOAD CASE 34
1 0.9 6 1.0
LOAD COMB 35 COMBINATION LOAD CASE 35
1 0.9 6 -1.0
LOAD COMB 36 COMBINATION LOAD CASE 36
1 0.9
LOAD COMB 37 COMBINATION LOAD CASE 37
1 1.0 2 0.25 3 0.25
LOAD COMB 38 COMBINATION LOAD CASE 38
1 1.0
LOAD COMB 39 COMBINATION LOAD CASE 39
2 1.0 3 1.0
LOAD COMB 40 COMBINATION LOAD CASE 40
1 1.0 2 1.0 3 1.0
LOAD COMB 41 COMBINATION LOAD CASE 41
1 1.0 2 1.0 7 1.3
LOAD COMB 42 COMBINATION LOAD CASE 42
1 1.0 2 1.0 7 -1.3
LOAD COMB 43 COMBINATION LOAD CASE 43
1 1.0 2 1.0 8 1.3
LOAD COMB 44 COMBINATION LOAD CASE 44
1 1.0 2 1.0 8 -1.3
LOAD COMB 45 COMBINATION LOAD CASE 45
1 0.9 7 1.3
LOAD COMB 46 COMBINATION LOAD CASE 46
1 0.9 7 -1.3
LOAD COMB 47 COMBINATION LOAD CASE 47
1 0.9 8 1.3
LOAD COMB 48 COMBINATION LOAD CASE 48
1 0.9 8 -1.3
LOAD COMB 49 COMBINATION LOAD CASE 49
1 1.0 2 1.0 4 0.7
LOAD COMB 50 COMBINATION LOAD CASE 50
1 1.0 2 1.0 4 -0.7
LOAD COMB 51 COMBINATION LOAD CASE 51
1 1.0 2 1.0 5 0.7
LOAD COMB 52 COMBINATION LOAD CASE 52
1 1.0 2 1.0 5 -0.7
LOAD COMB 53 COMBINATION LOAD CASE 53
1 1.0 2 1.0 6 0.7
LOAD COMB 54 COMBINATION LOAD CASE 54
1 1.0 2 1.0 6 -0.7
LOAD COMB 55 COMBINATION LOAD CASE 55
1 0.9 4 0.7
LOAD COMB 56 COMBINATION LOAD CASE 56
1 0.9 4 -0.7
LOAD COMB 57 COMBINATION LOAD CASE 57
1 0.9 5 0.7
LOAD COMB 58 COMBINATION LOAD CASE 58
1 0.9 5 -0.7
LOAD COMB 59 COMBINATION LOAD CASE 59
1 0.9 6 0.7
LOAD COMB 60 COMBINATION LOAD CASE 60
1 0.9 6 -0.7
UNIT CM KG
LOAD COMB 61 COMBINATION LOAD CASE 61
1 1.0 2 1.0 3 1.0
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE ACI
EFACE -25 MEMB 193 194 196 TO 216 297 TO 302 304 TO 306 308 309
SFACE -25 MEMB 193 194 196 TO 216 297 TO 302 304 TO 306 308 309
EFACE -15 MEMB 195 217 TO 220 303 307
SFACE -15 MEMB 195 217 TO 220 303 307
DESIGN BEAM 193 TO 216 297 TO 302 304 TO 309
DESIGN COLUMN 217 TO 220 303
DESIGN ELEMENT 1 TO 192 226 TO 287
CLB 4 MEMB 1 TO 198 200 TO 220 226 TO 287 297 TO 309
CLS 4 ALL
CLT 4 ALL
FC 250 ALL
FYMAIN 4200 ALL
TRACK 2 ALL
END CONCRETE DESIGN
PERFORM ANALYSIS PRINT STATICS CHECK
FINISH