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 1 TO 189 PRIS YD 0.7 ZD 0.7 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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