STAAD空间开始工作日期24-Mar-16结束信息工程师的工作信息输入宽度79单位米KN关节坐标1 0 5 0;2 5 5 0;3 10 5 0;4 0 5 5;5 5 5 5;6 10 5 5;7 0 5 10;8 5 5 10;9 10 5;10 0 0; 11 5 10 0; 12 10 10 0; 13 0 10 5; 14 5 10 5; 15 10 10 5; 16 0 10 10; 17 5 10 10; 18 10 10 10; 19 0 15 0; 20 5 15 0; 21 10 15 0; 22 0 15 5; 23 5 15 5; 24 10 15 5; 25 0 15 10; 26 5 15 10; 27 10 15 10; 28 0 20 0; 29 5 20 0; 30 10 20 0; 31 0 20 5; 32 5 20 5; 33 10 20 5; 34 0 20 10; 35 5 20 10; 36 10 20 10; 37 0 25 0; 38 5 25 0; 39 10 25 0; 40 0 25 5; 41 5 25 5; 42 10 25 5; 43 0 25 10; 44 5 25 10; 45 10 25 10; 46 0 30 0; 47 5 30 0; 48 10 30 0; 49 0 30 5; 50 5 30 5; 51 10 30 5; 52 0 30 10; 53 5 30 10; 54 10 30 10; 55 0 0 0; 56 5 0 0; 57 10 0 0; 58 0 0 5; 59 5 0 5; 60 10 0 5; 61 0 0 10; 62 5 0 10; 63 10 0 10; 64 0 35 0; 65 5 35 0; 66 10 35 0; 67 0 35 5; 68 5 35 5; 69 10 35 5; 70 0 35 10; 71 5 35 10; 72 10 35 10; 73 0 40 0; 74 5 40 0; 75 10 40 0; 76 0 40 5; 77 5 40 5; 78 10 40 5; 79 0 40 10; 80 5 40 10; 81 10 40 10; 82 0 45 0; 83 5 45 0; 84 10 45 0; 85 0 45 5; 86 5 45 5; 87 10 45 5; 88 0 45 10; 89 5 45 10; 90 10 45 10; MEMBER INCIDENCES 1 1 2; 2 2 3; 3 4 5; 4 5 6; 5 7 8; 6 8 9; 7 1 4; 8 4 7; 9 2 5; 10 5 8; 11 3 6; 12 6 9; 13 10 11; 14 11 12; 15 13 14; 16 14 15; 17 16 17; 18 17 18; 19 10 13; 20 13 16; 21 11 14; 22 14 17; 23 12 15; 24 15 18; 25 19 20; 26 20 21; 27 22 23; 28 23 24; 29 25 26; 30 26 27; 31 19 22; 32 22 25; 33 20 23; 34 23 26; 35 21 24; 36 24 27; 37 28 29; 38 29 30; 39 31 32; 40 32 33; 41 34 35; 42 35 36; 43 28 31; 44 31 34; 45 29 32; 46 32 35; 47 30 33; 48 33 36; 49 37 38; 50 38 39; 51 40 41; 52 41 42; 53 43 44; 54 44 45; 55 37 40; 56 40 43; 57 38 41; 58 41 44; 59 39 42; 60 42 45; 61 46 47; 62 47 48; 63 49 50; 64 50 51; 65 52 53; 66 53 54; 67 46 49; 68 49 52; 69 47 50; 70 50 53; 71 48 51; 72 51 54; 73 55 1; 74 1 10; 75 10 19; 76 19 28; 77 28 37; 78 37 46; 79 58 4; 80 4 13; 81 13 22; 82 22 31; 83 31 40; 84 40 49; 85 61 7; 86 7 16; 87 16 25; 88 25 34; 89 34 43; 90 43 52; 91 56 2; 92 2 11; 93 11 20; 94 20 29; 95 29 38; 96 38 47; 97 57 3; 98 3 12; 99 12 21; 100 21 30; 101 30 39; 102 39 48; 103 60 6; 104 6 15; 105 15 24; 106 24 33; 107 33 42; 108 42 51; 109 63 9; 110 9 18; 111 18 27; 112 27 36; 113 36 45; 114 45 54; 115 59 5; 116 5 14; 117 14 23; 118 23 32; 119 32 41; 120 41 50; 121 62 8; 122 8 17; 123 17 26; 124 26 35; 125 35 44; 126 44 53; 127 64 65; 128 65 66; 129 67 68; 130 68 69; 131 70 71; 132 71 72; 133 64 67; 134 67 70; 135 65 68; 136 68 71; 137 66 69; 138 69 72; 139 46 64; 140 49 67; 141 52 70; 142 47 65; 143 48 66; 144 51 69; 145 54 72; 146 50 68; 147 53 71; 148 73 74; 149 74 75; 150 76 77; 151 77 78; 152 79 80; 153 80 81; 154 73 76; 155 76 79; 156 74 77; 157 77 80; 158 75 78; 159 78 81; 160 64 73; 161 67 76; 162 70 79; 163 65 74; 164 66 75; 165 69 78; 166 72 81; 167 68 77; 168 71 80; 169 82 83; 170 83 84; 171 85 86; 172 86 87; 173 88 89; 174 89 90; 175 82 85; 176 85 88; 177 83 86; 178 86 89; 179 84 87; 180 87 90; 181 73 82; 182 76 85; 183 79 88; 184 74 83; 185 75 84; 186 78 87; 187 81 90; 188 77 86; 189 80 89; 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 73 TO 78 85 TO 90 97 TO 102 109 TO 120 139 141 143 145 146 160 162 164 166 - 167 181 183 185 187 188 PRIS YD 0.5 ZD 0.5 91 TO 96 121 TO 126 142 147 163 168 184 189 PRIS YD 0.4 ZD 0.4 79 TO 84 103 TO 108 140 144 161 165 182 186 PRIS YD 0.6 ZD 2 1 TO 72 127 TO 138 148 TO 159 169 TO 180 PRIS YD 0.5 ZD 0.3 *1 TO 189 PRIS YD 0.4 ZD 0.4 CONSTANTS MATERIAL CONCRETE ALL SUPPORTS 55 TO 63 FIXED LOAD 1 LOADTYPE Seismic TITLE MODAL SELFWEIGHT X 1 *SELFWEIGHT Y 1 SELFWEIGHT Z 1 JOINT LOAD 1 TO 54 64 TO 90 FX 5 *1 TO 54 64 TO 90 FY 5 1 TO 54 64 TO 90 FZ 5 MODAL CALCULATION REQUESTED PERFORM ANALYSIS FINISH

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