STAAD SPACESTART JOB INFORMATIONENGINEER DATE 23-May-15END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0 0; 2 2 0 0; 3 5 0 0; 4 8.2 0 0; 5 14.35 0 0; 6 0 0 3.7; 7 5 0 3.7;8 8.2 0 3.7; 9 14.35 0 3.7; 10 2 0 5.7; 11 2 0 3.7; 12 8.2 0 5.7;13 14.35 0 5.7; 14 2 0 10.9; 15 5 0 9.4; 16 8.2 0 9.4; 17 14.35 0 9.4;18 0 4.4 0; 19 2 4.4 0; 20 5 4.4 0; 21 8.2 4.4 0; 22 14.35 4.4 0; 23 0 4.4 3.7;24 5 4.4 3.7; 25 8.2 4.4 3.7; 26 14.35 4.4 3.7; 27 2 4.4 5.7; 28 5 4.4 5.7;29 8.2 4.4 5.7; 31 2 4.4 9.4; 32 5 4.4 9.4; 33 8.2 4.4 9.4; 34 14.35 4.4 9.4;38 14.35 4.4 5.7; 39 2 4.4 3.7; 40 -0.7 4.4 0; 41 -0.7 4.4 3.7;42 -0.7 4.4 5.7; 43 0 4.4 5.7; 44 2 4.4 10.9; 45 5 4.4 10.9; 46 8.2 4.4 10.9;47 15.7 4.4 3.7; 48 15.7 4.4 5.7; 49 15.7 4.4 9.4; 50 5 4.4 1.35;51 8.2 4.4 1.35; 52 11.275 4.4 0; 53 11.275 4.4 3.7; 54 11.275 4.4 5.7;55 11.275 4.4 9.4; 56 11.275 4.4 1.35; 57 9.5 4.4 0; 58 9.5 4.4 1.35;59 3 4.4 9.4; 60 3 4.4 10.9; 61 0 7.4 0; 62 2 7.4 0; 63 5 7.4 0; 64 8.2 7.4 0;65 14.35 7.4 0; 66 0 7.4 3.7; 67 5 7.4 3.7; 68 8.2 7.4 3.7; 69 14.35 7.4 3.7;70 2 7.4 5.7; 71 5 7.4 5.7; 72 8.2 7.4 5.7; 73 2 7.4 9.4; 74 5 7.4 9.4;75 8.2 7.4 9.4; 76 14.35 7.4 9.4; 77 14.35 7.4 5.7; 78 2 7.4 3.7;79 2 7.4 10.9; 80 5 7.4 10.9; 81 8.2 7.4 10.9; 82 15.7 7.4 3.7;83 15.7 7.4 5.7; 84 5 7.4 1.35; 85 8.2 7.4 1.35; 86 11.275 7.4 0;87 11.275 7.4 3.7; 88 11.275 7.4 5.7; 89 11.275 7.4 9.4; 90 11.275 7.4 1.35;91 9.5 7.4 0; 92 9.5 7.4 1.35; 93 3.7 7.4 3.7; 94 3.7 7.4 5.7; 95 5 7.4 4.4;96 8.2 7.4 4.4; 97 7 7.4 3.7; 98 8.2 10.1 0; 99 14.35 10.1 0; 100 5 10.1 3.7;101 8.2 10.1 3.7; 102 14.35 10.1 3.7; 103 5 10.1 5.7; 104 8.2 10.1 5.7;105 14.35 10.1 5.7; 106 5 9.4 1.35; 107 8.2 10.1 1.35; 108 11.275 10.1 0;109 11.275 10.1 3.7; 110 11.275 10.1 5.7; 111 11.275 10.1 1.35; 112 9.5 10.1 0;113 9.5 10.1 1.35; 114 3.7 10.1 3.7; 115 3.7 10.1 5.7; 116 3 7.4 10.9;117 7.2 4.4 10.9; 118 7.2 7.4 10.9; 119 14.35 0.15 9.4; 120 8.2 0.15 9.4;121 5 0.15 9.4; 122 2 0.15 9.4; 123 14.35 0.15 5.7; 124 5 0.15 5.7;125 8.2 0.15 5.7; 126 2 0.15 5.7; 127 14.35 0.15 3.7; 128 8.2 0.15 3.7;129 5 0.15 3.7; 130 0 0.15 3.7; 131 14.35 0.15 0; 132 8.2 0.15 0; 133 5 0.15 0;134 2 0.15 0; 135 0 0.15 0; 136 8.2 9.4 1.35; 139 8.2 11.4 0; 140 8.2 11.4 3.7;141 8.2 11.4 5.7; 142 8.2 11.4 1.35; 143 2 0.15 3.7; 144 2 0.15 10.9;145 0 1 0; 146 0 1 3.7; 147 2 1 0; 148 2 1 3.7; 149 2 1 5.7; 150 2 1 10.9;151 5 1 0; 152 5 1 3.7; 153 5 1 9.4; 154 8.2 1 9.4; 155 8.2 1 5.7;156 8.2 1 3.7; 157 8.2 1 0; 158 14.35 1 0; 159 14.35 1 3.7; 160 14.35 1 5.7;161 14.35 1 9.4;MEMBER INCIDENCES1 135 134; 2 134 133; 3 133 132; 4 132 131; 5 130 143; 6 129 128; 7 128 127;8 126 124; 9 124 125; 10 125 123; 11 122 121; 12 121 120; 13 120 119;14 135 130; 15 126 122; 16 133 129; 17 129 124; 18 124 121; 19 132 128;20 128 125; 21 125 120; 22 131 127; 23 127 123; 24 123 119; 25 40 18; 26 18 19;27 19 20; 28 20 21; 29 21 57; 30 57 52; 31 52 22; 32 50 51; 33 51 58; 34 58 56;35 41 23; 36 23 39; 37 39 24; 38 24 25; 39 25 53; 40 53 26; 41 26 47; 42 42 43;43 43 27; 44 27 28; 45 28 29; 46 29 54; 47 54 38; 48 38 48; 49 31 59; 50 59 32;51 32 33; 52 33 55; 53 55 34; 54 34 49; 55 44 60; 56 60 45; 57 45 117;58 40 41; 59 41 42; 60 18 23; 61 23 43; 62 19 39; 63 39 27; 64 27 31; 65 31 44;66 59 60; 67 20 50; 68 50 24; 69 24 28; 70 28 32; 71 32 45; 72 21 51; 73 51 25;74 25 29; 75 29 33; 76 33 46; 77 57 58; 78 52 56; 79 56 53; 80 53 54; 81 54 55;82 22 26; 83 26 38; 84 38 34; 85 47 48; 86 48 49; 87 61 62; 88 62 63; 89 63 64;90 64 91; 91 91 86; 92 86 65; 93 84 85; 94 85 92; 95 92 90; 96 66 78; 97 78 93;98 93 67; 99 97 68; 100 68 87; 101 87 69; 102 69 82; 103 95 96; 104 70 94;105 94 71; 106 71 72; 107 72 88; 108 88 77; 109 77 83; 110 73 74; 111 74 75;112 75 89; 113 89 76; 114 79 116; 115 80 118; 116 61 66; 117 62 78; 118 70 73;119 73 79; 120 93 94; 121 63 84; 122 84 67; 123 67 95; 124 95 71; 125 71 74;126 74 80; 127 64 85; 128 85 68; 129 68 96; 130 96 72; 131 72 75; 132 75 81;133 91 92; 134 86 90; 135 90 87; 136 87 88; 137 88 89; 138 65 69; 139 69 77;140 77 76; 141 82 83; 142 98 112; 143 112 108; 144 108 99; 145 106 136;146 107 113; 147 113 111; 148 114 100; 149 100 101; 150 101 109; 151 109 102;152 115 103; 153 103 104; 154 104 110; 155 110 105; 156 114 115; 157 106 100;158 100 103; 159 98 107; 160 107 101; 161 101 104; 162 112 113; 163 108 111;164 111 109; 165 109 110; 166 99 102; 167 102 105; 168 1 135; 169 18 61;170 2 134; 171 19 62; 172 3 133; 173 20 63; 174 4 132; 175 21 64; 176 64 98;177 5 131; 178 22 65; 179 65 99; 180 6 130; 181 23 66; 182 7 129; 183 24 67;184 67 100; 185 8 128; 186 25 68; 187 68 101; 188 9 127; 189 26 69; 190 69 102;191 93 114; 192 10 126; 193 27 70; 194 11 143; 195 28 71; 196 71 103;197 12 125; 198 29 72; 199 72 104; 200 13 123; 201 38 77; 202 77 105;203 94 115; 204 14 144; 205 31 73; 206 15 121; 207 32 74; 208 16 120;209 33 75; 210 17 119; 211 34 76; 212 91 112; 213 84 106; 214 85 136;215 92 113; 216 39 78; 217 47 82; 218 48 83; 219 116 80; 220 60 116;221 117 46; 222 118 81; 223 117 118; 224 119 161; 225 120 154; 226 121 153;227 144 150; 228 123 160; 229 143 148; 230 125 155; 231 126 149; 232 127 159;233 128 156; 234 129 152; 235 130 146; 236 131 158; 237 132 157; 238 133 151;239 134 147; 240 135 145; 241 136 107; 244 136 101; 245 98 139; 246 101 140;247 104 141; 248 107 142; 249 143 129; 250 122 144; 251 143 126; 252 134 143;253 145 18; 254 146 23; 255 147 19; 256 148 39; 257 149 27; 258 150 44;259 151 20; 260 152 24; 261 153 32; 262 154 33; 263 155 29; 264 156 25;265 157 21; 266 158 22; 267 159 26; 268 160 38; 269 161 34;DEFINE MATERIAL STARTISOTROPIC CONCRETEE 2.17185e+007POISSON 0.17DENSITY 23.5616ALPHA 1e-005DAMP 0.05END DEFINE MATERIALMEMBER PROPERTY AMERICAN177 TO 181 188 TO 190 192 TO 194 200 TO 202 204 206 TO 211 216 224 TO 229 -231 232 235 236 254 256 TO 258 261 262 266 TO 269 PRIS YD 0.35 ZD 0.35168 TO 176 237 TO 240 253 255 259 265 PRIS YD 0.4 ZD 0.25182 TO 187 233 234 260 264 PRIS YD 0.2 ZD 0.5191 195 196 203 212 215 217 218 220 223 241 245 TO 248 PRIS YD 0.2 ZD 0.2MEMBER PROPERTY AMERICAN1 TO 24 249 TO 252 PRIS YD 0.3 ZD 0.225 TO 31 PRIS YD 0.45 ZD 0.25116 TO 132 134 TO 140 PRIS YD 0.4 ZD 0.287 TO 92 PRIS YD 0.45 ZD 0.2555 TO 57 60 61 66 78 TO 81 221 PRIS YD 0.4 ZD 0.2142 TO 145 148 TO 161 163 TO 167 244 PRIS YD 0.35 ZD 0.258 59 85 86 114 115 141 219 222 PRIS YD 0.4 ZD 0.17MEMBER PROPERTY AMERICAN35 TO 54 64 65 96 TO 102 104 TO 113 PRIS YD 0.45 ZD 0.3MEMBER PROPERTY AMERICAN62 63 67 TO 76 82 TO 84 PRIS YD 0.45 ZD 0.2MEMBER PROPERTY AMERICAN32 TO 34 77 93 TO 95 103 133 146 147 162 PRIS YD 0.3 ZD 0.2MEMBER PROPERTY AMERICAN197 TO 199 230 263 PRIS YD 0.35MEMBER PROPERTY AMERICAN205 213 214 PRIS YD 0.2 ZD 0.25CONSTANTSMATERIAL CONCRETE ALLSUPPORTS1 TO 17 FIXED145 TO 161 FIXED BUT FY MX MY MZMEMBER RELEASE11 18 32 33 57 TO 59 66 70 77 78 80 81 103 115 163 165 START MZ17 32 34 56 58 59 61 66 69 77 79 TO 81 86 95 103 147 164 165 219 221 222 END MZDEFINE UBC ACCIDENTAL LOADZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 3 CT 0.0731 NA 1 NV 1SELFWEIGHTMEMBER WEIGHT*2F25 UNI 7.126 UNI 10.127 UNI 11.628 UNI 10.129 UNI 7.130 UNI 9.531 UNI 11.732 UNI 8.533 UNI 9.734 UNI 6.736 UNI 11.437 UNI 14.238 UNI 10.739 UNI 13.640 UNI 15.141 UNI 7.543 UNI 344 UNI 14.245 UNI 8.646 UNI 8.947 UNI 14.348 UNI 7.549 UNI 1050 UNI 12.751 UNI 13.652 UNI 10.653 UNI 10.154 UNI 5.556 UNI 4.857 221 UNI 5.585 UNI 886 UNI 8.582 UNI 10.883 UNI 5.984 UNI 13.878 UNI 12.879 UNI 14.380 UNI 6.381 UNI 11.277 UNI 7.572 UNI 5.573 UNI 974 UNI 675 UNI 11.367 UNI 5.268 UNI 10.769 UNI 6.370 UNI 16.171 UNI 2.266 UNI 4.362 UNI 9.363 UNI 6.364 UNI 10.760 UNI 11.161 UNI 4.558 59 UNI 3.7*3F87 UNI 5.688 UNI 7.189 UNI 5.690 UNI 6.691 UNI 992 UNI 11.293 UNI 6.794 UNI 9.495 UNI 6.896 UNI 5.697 UNI 7.198 UNI 6.599 UNI 4.2100 UNI 8.2101 UNI 12.9102 UNI 2103 UNI 3104 UNI 7.1105 UNI 11.6106 UNI 12.9107 UNI 8.6108 UNI 13.9109 UNI 2110 UNI 10.2111 UNI 10.8112 113 UNI 7.2114 219 UNI 3.1115 222 UNI 3.4141 UNI 2.6138 UNI 10.4139 UNI 10.9140 UNI 7.9134 UNI 12.5135 UNI 14136 UNI 6.3137 UNI 10.8133 UNI 7.1127 UNI 2.5128 UNI 8.6129 130 UNI 3131 UNI 10.9121 UNI 5.3122 UNI 10.4123 UNI 7.6124 UNI 2.5125 UNI 10.8126 UNI 2.3120 UNI 7.6117 UNI 13.4118 UNI 7.9119 UNI 2.3116 UNI 6.6*Roof142 UNI 3.3143 UNI 2.739 144 UNI 1.444 145 UNI 3.9146 UNI 2.5148 UNI 1.8149 UNI 7.4152 UNI 1.8153 UNI 3.5162 UNI 2.1160 UNI 2.7161 UNI 5.4157 244 UNI 3.2158 UNI 4.9156 UNI 2.3DEFINE WIND LOADTYPE 1 END GENERATED DATA BLOCKINT 1.96048 1.96048 1.9951 2.02701 2.05664 2.08434 2.11037 2.13493 2.15822 - 2.18036 2.20147 2.22167 2.24103 2.25963 2.27753 HEIG 0 4.572 5.09723 - 5.62246 6.14769 6.67292 7.19815 7.72338 8.24862 8.77385 9.29908 - 9.82431 10.3495 10.8748 11.4TYPE 2 END GENERATED DATA BLOCKINT -1.1451 -1.1451 HEIG 0 11.4TYPE 3 END GENERATED DATA BLOCKINT -2.05105 -2.05105 HEIG 0 11.4LOAD 1 LOADTYPE None TITLE SEISMIC AT X-DIRECTION (EX)UBC LOAD X 1PERFORM ANALYSISCHANGELOAD 2 LOADTYPE None TITLE SEISMIC AT Z-DIRECTION (EZ)UBC LOAD Z 1PERFORM ANALYSISCHANGELOAD 3 LOADTYPE None TITLE WIND ALONG X-DIRECTION (WX)WIND LOAD X 1 TYPE 1 YR 1 11.4 ZR 0 9.4WIND LOAD -X 1 TYPE 2 YR 1 11.4 ZR 0 9.4WIND LOAD -Z -1 TYPE 3 YR 1 11.4 ZR 0 9.4WIND LOAD -Z 1 TYPE 3 YR 1 11.4 ZR 0 9.4LOAD 4 LOADTYPE None TITLE WIND ALONG Z-DIRECTION (WZ)WIND LOAD Z 1 TYPE 1 YR 1 11.4 ZR 0 9.4WIND LOAD -Z 1 TYPE 2 YR 1 11.4 ZR 0 9.4WIND LOAD -X -1 TYPE 3 YR 1 11.4 ZR 0 9.4WIND LOAD -X 1 TYPE 3 YR 1 11.4 ZR 0 9.4LOAD 5 LOADTYPE None TITLE DEAD LOAD (D)SELFWEIGHT Y -1MEMBER LOAD*2F25 UNI GY -7.126 UNI GY -10.127 UNI GY -11.628 UNI GY -10.129 UNI GY -7.130 UNI GY -9.531 UNI GY -11.732 UNI GY -8.533 UNI GY -9.734 UNI GY -6.736 UNI GY -11.437 UNI GY -14.238 UNI GY -10.739 UNI GY -13.640 UNI GY -15.141 UNI GY -7.543 UNI GY -344 UNI GY -14.245 UNI GY -8.646 UNI GY -8.947 UNI GY -14.348 UNI GY -7.549 UNI GY -1050 UNI GY -12.751 UNI GY -13.652 UNI GY -10.653 UNI GY -10.154 UNI GY -5.556 UNI GY -4.857 221 UNI GY -5.585 UNI GY -886 UNI GY -8.582 UNI GY -10.883 UNI GY -5.984 UNI GY -13.878 UNI GY -12.879 UNI GY -14.380 UNI GY -6.381 UNI GY -11.277 UNI GY -7.572 UNI GY -5.573 UNI GY -974 UNI GY -675 UNI GY -11.367 UNI GY -5.268 UNI GY -10.769 UNI GY -6.370 UNI GY -16.171 UNI GY -2.266 UNI GY -4.362 UNI GY -9.363 UNI GY -6.364 UNI GY -10.760 UNI GY -11.161 UNI GY -4.558 59 UNI GY -3.7*3F87 UNI GY -5.688 UNI GY -7.189 UNI GY -5.690 UNI GY -6.691 UNI GY -992 UNI GY -11.293 UNI GY -6.794 UNI GY -9.495 UNI GY -6.896 UNI GY -5.697 UNI GY -7.198 UNI GY -6.599 UNI GY -4.2100 UNI GY -8.2101 UNI GY -12.9102 UNI GY -2103 UNI GY -3104 UNI GY -7.1105 UNI GY -11.6106 UNI GY -12.9107 UNI GY -8.6108 UNI GY -13.9109 UNI GY -2110 UNI GY -10.2111 UNI GY -10.8112 113 UNI GY -7.2114 219 UNI GY -3.1115 222 UNI GY -3.4141 UNI GY -2.6138 UNI GY -10.4139 UNI GY -10.9140 UNI GY -7.9134 UNI GY -12.5135 UNI GY -14136 UNI GY -6.3137 UNI GY -10.8133 UNI GY -7.1127 UNI GY -2.5128 UNI GY -8.6129 130 UNI GY -3131 UNI GY -10.9121 UNI GY -5.3122 UNI GY -10.4123 UNI GY -7.6124 UNI GY -2.5125 UNI GY -10.8126 UNI GY -2.3120 UNI GY -7.6117 UNI GY -13.4118 UNI GY -7.9119 UNI GY -2.3116 UNI GY -6.6*Roof142 UNI GY -3.3143 UNI GY -2.739 144 UNI GY -1.444 145 UNI GY -3.9146 UNI GY -2.5148 UNI GY -1.8149 UNI GY -7.4152 UNI GY -1.8153 UNI GY -3.5162 UNI GY -2.1160 UNI GY -2.7161 UNI GY -5.4157 244 UNI GY -3.2158 UNI GY -4.9156 UNI GY -2.3JOINT LOAD139 TO 142 FX 7.876 FY -3.2798 101 104 107 FX -13.14 FY -4.20899 102 105 FX 7.876 FY -2.532MEMBER LOAD166 CON GY -2.532 1.35166 CON GX 7.876 1.35LOAD 6 LOADTYPE None TITLE LIVE LOAD (L)ONEWAY LOADYRANGE 4.4 4.4 ONE -1.9 XRANGE -0.7 0 ZRANGE 0 5.7 GYFLOOR LOADYRANGE 4.4 4.4 FLOAD -1.9 XRANGE 0 5 ZRANGE 0 5.7 GYONEWAY LOADYRANGE 4.4 4.4 ONE -2 XRANGE 5 8.2 ZRANGE 0 1.35 GYFLOOR LOADYRANGE 4.4 4.4 FLOAD -1.9 XRANGE 9.5 11.275 ZRANGE 0 1.35 GYYRANGE 4.4 4.4 FLOAD -1.9 XRANGE 11.275 14.35 ZRANGE 0 3.7 GYYRANGE 4.4 4.4 FLOAD -1.9 XRANGE 8.2 11.275 ZRANGE 1.35 3.7 GYYRANGE 4.4 4.4 FLOAD -1.9 XRANGE 5 14.35 ZRANGE 3.7 9.4 GYYRANGE 4.4 4.4 FLOAD -1.9 XRANGE 2 5 ZRANGE 5.7 9.4 GYYRANGE 4.4 4.4 FLOAD -1.9 XRANGE 3 5 ZRANGE 9.4 19 GYONEWAY LOADYRANGE 4.4 4.4 ONE -1.9 XRANGE 5 8.2 ZRANGE 9.4 10.9 GYFLOOR LOADYRANGE 4.4 4.4 FLOAD -2 XRANGE 14.35 15.7 ZRANGE 3.7 5.7 GYONEWAY LOADYRANGE 4.4 4.4 ONE -1.9 XRANGE 14.35 15.7 ZRANGE 5.7 9.4 GYFLOOR LOADYRANGE 7.4 7.4 FLOAD -1.9 XRANGE 0 5 ZRANGE 0 3.7 GYONEWAY LOADYRANGE 7.4 7.4 ONE -1.9 XRANGE 5 8.2 ZRANGE 0 1.35 GYFLOOR LOADYRANGE 7.4 7.4 FLOAD -1.9 XRANGE 9.5 11.275 ZRANGE 0 1.35 GYYRANGE 7.4 7.4 FLOAD -1.9 XRANGE 8.2 11.275 ZRANGE 1.35 3.7 GYYRANGE 7.4 7.4 FLOAD -1.9 XRANGE 11.275 14.35 ZRANGE 0 3.7 GYYRANGE 7.4 7.4 FLOAD -2 XRANGE 8.2 15.7 ZRANGE 3.7 5.7 GYYRANGE 7.4 7.4 FLOAD -1.9 XRANGE 3.7 5 ZRANGE 3.7 5.7 GYYRANGE 7.4 7.4 FLOAD -1.9 XRANGE 5 8.2 ZRANGE 4.4 5.7 GYYRANGE 7.4 7.4 FLOAD -1.9 XRANGE 2 14.35 ZRANGE 5.7 9.4 GYYRANGE 7.4 7.4 FLOAD -1.9 XRANGE 2 5 ZRANGE 9.4 10.9 GYONEWAY LOADYRANGE 7.4 7.4 ONE -1.9 XRANGE 5 8.2 ZRANGE 9.4 10.9 GYMEMBER LOAD38 99 UNI GY -4.5LOAD 7 LOADTYPE None TITLE ROOF LIVE LOAD (LR)FLOOR LOADYRANGE 10.1 10.1 FLOAD -1.9 XRANGE 3.7 8.2 ZRANGE 3.7 5.7 GYMEMBER LOAD44 145 149 UNI GY -1.8157 244 UNI GY -1.5JOINT LOAD139 TO 142 FX 5.815 FY -3.68898 101 104 107 FX -14.534 FY -3.68899 102 105 FX 8.723 FY -3.688MEMBER LOAD166 CON GY -3.688 1.35166 CON GX 8.723 1.35LOAD COMB 8 1.2D + 1.6L + 0.5LR5 1.2 6 1.6 7 0.5 LOAD COMB 9 1.2D + 1.6LR + FL5 1.2 6 0.5 7 1.6 LOAD COMB 10 1.2D + 1.6LR + 0.8WX3 0.8 5 1.2 7 1.6 LOAD COMB 11 1.2D + 1.6LR + 0.8WZ4 0.8 5 1.2 7 1.6 LOAD COMB 12 1.2D + 1.6WX + FL + 0.5LR3 1.6 5 1.2 6 0.5 7 0.5 LOAD COMB 13 1.2D + 1.6WZ + FL + 0.5LR4 1.6 5 1.2 6 0.5 7 0.5 LOAD COMB 14 0.9D + 1.6WX3 1.6 5 0.9 LOAD COMB 15 0.9D + 1.6WZ4 1.6 5 0.9 LOAD COMB 16 0.9D + 1.0EX1 1.1 5 1.1 LOAD COMB 17 0.9D + 1.0EZ2 1.1 5 1.1 LOAD COMB 18 0.9D - 1.0EX1 -1.1 5 0.7 LOAD COMB 19 0.9D - 1.0EZ2 -1.1 5 0.7 LOAD COMB 20 1.2D + 1.0EX + FL1 1.1 5 1.4 6 0.5 LOAD COMB 21 1.2D + 1.0EZ + FL2 1.1 5 1.4 6 0.5 PERFORM ANALYSISLOAD LIST 8 TO 21START CONCRETE DESIGNCODE ACICLB 0.04 ALLCLS 0.04 ALLCLT 0.04 ALLFC 21000 ALLFYMAIN 280000 ALLFYSEC 230000 ALLMAXMAIN 16 ALLMINMAIN 16 ALLMINSEC 10 ALLMMAG 1 MEMB 168 TO 218 220 223 TO 241 245 TO 248 253 TO 269REINF 0 MEMB 168 TO 218 220 223 TO 241 245 TO 248 253 TO 269RHOMN 0.01 MEMB 129 168 TO 218 220 223 TO 241 245 TO 248 253 TO 269TRACK 2 ALLDESIGN BEAM 1 TO 167 219 221 222 244 249 TO 252DESIGN COLUMN 168 TO 218 220 223 TO 241 245 TO 248 253 TO 269CONCRETE TAKEEND CONCRETE DESIGNPRINT STORY DRIFTPRINT SUPPORT REACTIONFINISH