STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 05-May-15
END JOB INFORMATION
INPUT WIDTH 79
SET PRINT7
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 5 0 0; 3 10 0 0; 4 15 0 0; 5 0 0 5; 6 5 0 5; 7 10 0 5; 8 15 0 5;
9 0 0 10; 10 5 0 10; 11 10 0 10; 12 15 0 10; 13 0 0 15; 14 5 0 15; 15 10 0 15;
16 15 0 15; 17 0 0 20; 18 5 0 20; 19 10 0 20; 20 15 0 20; 21 0 4.2 0;
22 5 4.2 0; 23 10 4.2 0; 24 15 4.2 0; 25 0 4.2 5; 26 5 4.2 5; 27 10 4.2 5;
28 15 4.2 5; 29 0 4.2 10; 30 5 4.2 10; 31 10 4.2 10; 32 15 4.2 10; 33 0 4.2 15;
34 5 4.2 15; 35 10 4.2 15; 36 15 4.2 15; 37 0 4.2 20; 38 5 4.2 20;
39 10 4.2 20; 40 15 4.2 20; 41 0 7.4 0; 42 5 7.4 0; 43 10 7.4 0; 44 15 7.4 0;
45 0 7.4 5; 46 5 7.4 5; 47 10 7.4 5; 48 15 7.4 5; 49 0 7.4 10; 50 5 7.4 10;
51 10 7.4 10; 52 15 7.4 10; 53 0 7.4 15; 54 5 7.4 15; 55 10 7.4 15;
56 15 7.4 15; 57 0 7.4 20; 58 5 7.4 20; 59 10 7.4 20; 60 15 7.4 20;
61 0 10.6 0; 62 5 10.6 0; 63 10 10.6 0; 64 15 10.6 0; 65 0 10.6 5; 66 5 10.6 5;
67 10 10.6 5; 68 15 10.6 5; 69 0 10.6 10; 70 5 10.6 10; 71 10 10.6 10;
72 15 10.6 10; 73 0 10.6 15; 74 5 10.6 15; 75 10 10.6 15; 76 15 10.6 15;
77 0 10.6 20; 78 5 10.6 20; 79 10 10.6 20; 80 15 10.6 20; 81 0 13.8 0;
82 5 13.8 0; 83 10 13.8 0; 84 15 13.8 0; 85 0 13.8 5; 86 5 13.8 5;
87 10 13.8 5; 88 15 13.8 5; 89 0 13.8 10; 90 5 13.8 10; 91 10 13.8 10;
92 15 13.8 10; 93 0 13.8 15; 94 5 13.8 15; 95 10 13.8 15; 96 15 13.8 15;
97 0 13.8 20; 98 5 13.8 20; 99 10 13.8 20; 100 15 13.8 20;
MEMBER INCIDENCES
1 21 25; 2 25 29; 3 29 33; 4 33 37; 5 21 22; 6 25 26; 7 29 30; 8 33 34;
9 37 38; 10 22 26; 11 26 30; 12 30 34; 13 34 38; 14 22 23; 15 26 27; 16 30 31;
17 34 35; 18 38 39; 19 23 27; 20 27 31; 21 31 35; 22 35 39; 23 23 24; 24 27 28;
25 31 32; 26 35 36; 27 39 40; 28 24 28; 29 28 32; 30 32 36; 31 36 40; 41 1 21;
42 2 22; 43 3 23; 44 4 24; 45 5 25; 46 6 26; 47 7 27; 48 8 28; 49 9 29;
50 10 30; 51 11 31; 52 12 32; 53 13 33; 54 14 34; 55 15 35; 56 16 36; 57 17 37;
58 18 38; 59 19 39; 60 20 40; 61 41 45; 62 45 49; 63 49 53; 64 53 57; 65 41 42;
66 45 46; 67 49 50; 68 53 54; 69 57 58; 70 42 46; 71 46 50; 72 50 54; 73 54 58;
74 42 43; 75 46 47; 76 50 51; 77 54 55; 78 58 59; 79 43 47; 80 47 51; 81 51 55;
82 55 59; 83 43 44; 84 47 48; 85 51 52; 86 55 56; 87 59 60; 88 44 48; 89 48 52;
90 52 56; 91 56 60; 92 21 41; 93 22 42; 94 23 43; 95 24 44; 96 25 45; 97 26 46;
98 27 47; 99 28 48; 100 29 49; 101 30 50; 102 31 51; 103 32 52; 104 33 53;
105 34 54; 106 35 55; 107 36 56; 108 37 57; 109 38 58; 110 39 59; 111 40 60;
112 61 65; 113 65 69; 114 69 73; 115 73 77; 116 61 62; 117 65 66; 118 69 70;
119 73 74; 120 77 78; 121 62 66; 122 66 70; 123 70 74; 124 74 78; 125 62 63;
126 66 67; 127 70 71; 128 74 75; 129 78 79; 130 63 67; 131 67 71; 132 71 75;
133 75 79; 134 63 64; 135 67 68; 136 71 72; 137 75 76; 138 79 80; 139 64 68;
140 68 72; 141 72 76; 142 76 80; 143 41 61; 144 42 62; 145 43 63; 146 44 64;
147 45 65; 148 46 66; 149 47 67; 150 48 68; 151 49 69; 152 50 70; 153 51 71;
154 52 72; 155 53 73; 156 54 74; 157 55 75; 158 56 76; 159 57 77; 160 58 78;
161 59 79; 162 60 80; 163 81 85; 164 85 89; 165 89 93; 166 93 97; 167 81 82;
168 85 86; 169 89 90; 170 93 94; 171 97 98; 172 82 86; 173 86 90; 174 90 94;
175 94 98; 176 82 83; 177 86 87; 178 90 91; 179 94 95; 180 98 99; 181 83 87;
182 87 91; 183 91 95; 184 95 99; 185 83 84; 186 87 88; 187 91 92; 188 95 96;
189 99 100; 190 84 88; 191 88 92; 192 92 96; 193 96 100; 194 61 81; 195 62 82;
196 63 83; 197 64 84; 198 65 85; 199 66 86; 200 67 87; 201 68 88; 202 69 89;
203 70 90; 204 71 91; 205 72 92; 206 73 93; 207 74 94; 208 75 95; 209 76 96;
210 77 97; 211 78 98; 212 79 99; 213 80 100;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
END DEFINE MATERIAL
CONSTANTS
MATERIAL STEEL ALL
MEMBER PROPERTY INDIAN
1 TO 31 41 TO 213 TABLE ST ISMB300
SUPPORTS
1 TO 20 FIXED
DEFINE 1893 LOAD
ZONE 0.36 RF 5 I 1 SS 2 ST 1 DM 0.05
FLOOR WEIGHT
YRANGE 4.2 4.2 FLOAD 12
YRANGE 7.4 7.4 FLOAD 12
YRANGE 10.6 10.6 FLOAD 12
YRANGE 13.8 13.8 FLOAD 10
YRANGE 4.2 4.2 FLOAD 2
YRANGE 7.4 7.4 FLOAD 2
YRANGE 10.6 10.6 FLOAD 2
LOAD 3 LOADTYPE Seismic  TITLE LOAD CASE 3- SEISMIC +X
1893 LOAD X 1
LOAD 4 LOADTYPE Seismic  TITLE LOAD CASE 4- SEISMIC +Z
1893 LOAD Z 1
LOAD 1 LOADTYPE Dead  TITLE LOAD CASE 1- DEAD LOAD
FLOOR LOAD
YRANGE 4.2 4.2 FLOAD -12 GY
YRANGE 7.4 7.4 FLOAD -12 GY
YRANGE 10.6 10.6 FLOAD -12 GY
YRANGE 13.8 13.8 FLOAD -10 GY
LOAD 2 LOADTYPE Live  TITLE LOAD CASE 2 - LIVE LOAD-50%
FLOOR LOAD
YRANGE 4.2 4.2 FLOAD -2 GY
YRANGE 7.4 7.4 FLOAD -2 GY
YRANGE 10.6 10.6 FLOAD -2 GY
LOAD 5 LOADTYPE Seismic  TITLE LOAD CASE 5-SEISMIC-RESPONSE+X
FLOOR LOAD
YRANGE 4.2 4.2 FLOAD 12 GX
YRANGE 7.4 7.4 FLOAD 12 GX
YRANGE 10.6 10.6 FLOAD 12 GX
YRANGE 13.8 13.8 FLOAD 10 GX
YRANGE 4.2 4.2 FLOAD 2 GX
YRANGE 7.4 7.4 FLOAD 2 GX
YRANGE 10.6 10.6 FLOAD 2 GX
****************
YRANGE 4.2 4.2 FLOAD 12 GY
YRANGE 7.4 7.4 FLOAD 12 GY
YRANGE 10.6 10.6 FLOAD 12 GY
YRANGE 13.8 13.8 FLOAD 10 GY
YRANGE 4.2 4.2 FLOAD 2 GY
YRANGE 7.4 7.4 FLOAD 2 GY
YRANGE 10.6 10.6 FLOAD 2 GY
*****************
YRANGE 4.2 4.2 FLOAD 12 GZ
YRANGE 7.4 7.4 FLOAD 12 GZ
YRANGE 10.6 10.6 FLOAD 12 GZ
YRANGE 13.8 13.8 FLOAD 10 GZ
YRANGE 4.2 4.2 FLOAD 2 GZ
YRANGE 7.4 7.4 FLOAD 2 GZ
YRANGE 10.6 10.6 FLOAD 2 GZ
SPECTRUM CQC 1893 X 0.036 ACC DAMP 0.05
SOIL TYPE 2
LOAD 6 LOADTYPE Seismic  TITLE LOAD CASE 6 - SEISMIC +Z
SPECTRUM CQC 1893 Z 0.036 ACC DAMP 0.05
SOIL TYPE 2
PERFORM ANALYSIS
FINISH
