STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 15-Jul-10
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 2 0 0; 3 4 0 0; 4 6 0 0; 5 8 0 0; 6 10 0 0; 7 12 0 0; 8 2 1 0;
9 4 2 0; 10 6 3 0; 11 8 2 0; 12 10 1 0; 13 0 -10 0; 14 12 -10 0; 15 0 0 -6;
16 2 0 -6; 17 4 0 -6; 18 6 0 -6; 19 8 0 -6; 20 10 0 -6; 21 12 0 -6; 22 2 1 -6;
23 4 2 -6; 24 6 3 -6; 25 8 2 -6; 26 10 1 -6; 27 0 -10 -6; 28 12 -10 -6;
29 0 0 -12; 30 2 0 -12; 31 4 0 -12; 32 6 0 -12; 33 8 0 -12; 34 10 0 -12;
35 12 0 -12; 36 2 1 -12; 37 4 2 -12; 38 6 3 -12; 39 8 2 -12; 40 10 1 -12;
41 0 -10 -12; 42 12 -10 -12; 43 0 0 -18; 44 2 0 -18; 45 4 0 -18; 46 6 0 -18;
47 8 0 -18; 48 10 0 -18; 49 12 0 -18; 50 2 1 -18; 51 4 2 -18; 52 6 3 -18;
53 8 2 -18; 54 10 1 -18; 55 0 -10 -18; 56 12 -10 -18; 57 0 -2.5 0; 58 0 -5 0;
59 0 -7.5 0; 60 12 -2.5 0; 61 12 -5 0; 62 12 -7.5 0; 63 0 -2.5 -6; 64 0 -5 -6;
65 0 -7.5 -6; 66 12 -2.5 -6; 67 12 -5 -6; 68 12 -7.5 -6; 69 0 -2.5 -12;
70 0 -5 -12; 71 0 -7.5 -12; 72 12 -2.5 -12; 73 12 -5 -12; 74 12 -7.5 -12;
75 0 -2.5 -18; 76 0 -5 -18; 77 0 -7.5 -18; 78 12 -2.5 -18; 79 12 -5 -18;
80 12 -7.5 -18;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 7 1 8; 8 8 9; 9 9 10; 10 10 11;
11 11 12; 12 12 7; 13 2 8; 14 3 9; 15 4 10; 16 5 11; 17 6 12; 18 3 8; 19 4 9;
20 4 11; 21 5 12; 22 1 57; 23 7 60; 24 15 16; 25 16 17; 26 17 18; 27 18 19;
28 19 20; 29 20 21; 30 15 22; 31 22 23; 32 23 24; 33 24 25; 34 25 26; 35 26 21;
36 16 22; 37 17 23; 38 18 24; 39 19 25; 40 20 26; 41 17 22; 42 18 23; 43 18 25;
44 19 26; 45 15 63; 46 21 66; 47 29 30; 48 30 31; 49 31 32; 50 32 33; 51 33 34;
52 34 35; 53 29 36; 54 36 37; 55 37 38; 56 38 39; 57 39 40; 58 40 35; 59 30 36;
60 31 37; 61 32 38; 62 33 39; 63 34 40; 64 31 36; 65 32 37; 66 32 39; 67 33 40;
68 29 69; 69 35 72; 70 43 44; 71 44 45; 72 45 46; 73 46 47; 74 47 48; 75 48 49;
76 43 50; 77 50 51; 78 51 52; 79 52 53; 80 53 54; 81 54 49; 82 44 50; 83 45 51;
84 46 52; 85 47 53; 86 48 54; 87 45 50; 88 46 51; 89 46 53; 90 47 54; 91 43 75;
92 49 78; 93 52 38; 94 38 24; 95 24 10; 96 43 29; 97 29 15; 98 15 1; 99 49 35;
100 35 21; 101 21 7; 105 60 61; 106 61 62; 107 62 14; 111 66 67; 112 67 68;
113 68 28; 117 72 73; 118 73 74; 119 74 42; 123 78 79; 124 79 80; 125 80 56;
126 75 69; 127 76 70; 128 77 71; 129 63 57; 130 69 63; 131 64 58; 132 70 64;
133 65 59; 134 71 65; 135 60 66; 136 61 67; 137 62 68; 138 72 78; 139 66 72;
140 73 79; 141 67 73; 142 74 80; 143 68 74; 144 59 13; 145 58 59; 146 57 58;
147 65 27; 148 64 65; 149 63 64; 150 71 41; 151 70 71; 152 69 70; 153 77 55;
154 76 77; 155 75 76; 156 51 37; 157 37 23; 158 23 9; 159 50 36; 160 36 22;
161 22 8; 162 53 39; 163 39 25; 164 25 11; 165 54 40; 166 40 26; 167 26 12;
168 44 30; 169 30 16; 170 16 2; 171 45 31; 172 31 17; 173 17 3; 174 46 32;
175 18 32; 176 4 18; 177 47 33; 178 33 19; 179 5 19; 180 48 34; 181 34 20;
182 6 20;
START GROUP DEFINITION
MEMBER
_VERT 13 TO 17 36 TO 40 59 TO 63 82 TO 86
_INCLINED 18 TO 21 41 TO 44 64 TO 67 87 TO 90
FLOOR
_FLOOR 10 TO 12 33 TO 35 56 TO 58 79 TO 81 93 TO 95 99 TO 101 162 TO 167
_FLOOR2 7 TO 9 30 TO 32 53 TO 55 76 TO 78 93 TO 98 156 TO 161
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
22 23 45 46 68 69 91 92 105 TO 107 111 TO 113 117 TO 119 123 TO 125 -
144 TO 155 TABLE ST ISMB500
168 TO 182 TABLE ST ISMB150
1 TO 12 24 TO 35 47 TO 58 70 TO 81 TABLE ST ISA90X90X8
13 TO 17 36 TO 40 59 TO 63 82 TO 86 TABLE ST ISA70X70X6
18 21 41 44 64 67 87 90 TABLE ST ISA65X65X8
126 128 TO 130 133 TO 135 137 TO 139 142 143 156 TO 158 162 TO 163 -
164 TABLE ST ISA90X90X8
19 20 42 43 65 66 88 89 93 TO 101 127 131 132 136 140 141 159 TO 161 -
165 TO 167 TABLE ST ISA100X100X8
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
13 14 27 28 41 42 55 56 FIXED
DEFINE 1893 ACCIDENTAL LOAD
ZONE 0.1 K 1 I 1 B 1 PX 0 PZ 0
SELFWEIGHT 1 
JOINT WEIGHT
2 6 44 48 WEIGHT -100
FLOOR WEIGHT
_FLOOR2 FLOAD 10
_FLOOR FLOAD 10
DEFINE WIND LOAD
TYPE 1 WIND 1
INT 0.88 0.94 HEIG  10  15
LOAD 1 LOADTYPE Seismic  TITLE SEISMIC LOAD IN X
1893 LOAD X 1
LOAD 2 LOADTYPE Seismic  TITLE SEISMIC LOAD IN Z
1893 LOAD Z 1
LOAD 3 LOADTYPE Dead  TITLE DEAD LOAD
SELFWEIGHT Y -1 LIST 1 TO 101 105 TO 107 111 TO 113 117 TO 119 123 TO 155
LOAD 4 LOADTYPE Live  TITLE LIVE LOAD
JOINT LOAD
2 6 44 48 FY -100
FLOOR LOAD
_FLOOR FLOAD -10 GY INCLINED
_FLOOR2 FLOAD -10 GY INCLINED
LOAD 5 LOADTYPE Wind  TITLE WIND LOAD IN X
WIND LOAD X 1 TYPE 1 YR -9 4 OPEN
LOAD 6 LOADTYPE Wind  TITLE WIND LOAD IN Z
WIND LOAD Z 1 TYPE 1 YR -9 4 OPEN
LOAD COMB 7 Generated Indian Code Genral_Structures 1
3 1.5 4 1.5 
LOAD COMB 8 Generated Indian Code Genral_Structures 2
3 1.2 4 1.2 5 1.2 
LOAD COMB 9 Generated Indian Code Genral_Structures 3
3 1.2 4 1.2 6 1.2 
LOAD COMB 10 Generated Indian Code Genral_Structures 4
3 1.2 4 1.2 5 -1.2 
LOAD COMB 11 Generated Indian Code Genral_Structures 5
3 1.2 4 1.2 6 -1.2 
LOAD COMB 12 Generated Indian Code Genral_Structures 6
3 1.2 4 1.2 1 1.2 
LOAD COMB 13 Generated Indian Code Genral_Structures 7
3 1.2 4 1.2 2 1.2 
LOAD COMB 14 Generated Indian Code Genral_Structures 8
3 1.2 4 1.2 1 -1.2 
LOAD COMB 15 Generated Indian Code Genral_Structures 9
3 1.2 4 1.2 2 -1.2 
LOAD COMB 16 Generated Indian Code Genral_Structures 10
3 1.5 5 1.5 
LOAD COMB 17 Generated Indian Code Genral_Structures 11
3 1.5 6 1.5 
LOAD COMB 18 Generated Indian Code Genral_Structures 12
3 1.5 5 -1.5 
LOAD COMB 19 Generated Indian Code Genral_Structures 13
3 1.5 6 -1.5 
LOAD COMB 20 Generated Indian Code Genral_Structures 14
3 1.5 1 1.5 
LOAD COMB 21 Generated Indian Code Genral_Structures 15
3 1.5 2 1.5 
LOAD COMB 22 Generated Indian Code Genral_Structures 16
3 1.5 1 -1.5 
LOAD COMB 23 Generated Indian Code Genral_Structures 17
3 1.5 2 -1.5 
LOAD COMB 24 Generated Indian Code Genral_Structures 18
3 0.9 1 1.5 
LOAD COMB 25 Generated Indian Code Genral_Structures 19
3 0.9 2 1.5 
LOAD COMB 26 Generated Indian Code Genral_Structures 20
3 0.9 1 -1.5 
LOAD COMB 27 Generated Indian Code Genral_Structures 21
3 0.9 2 -1.5 
PERFORM ANALYSIS PRINT STATICS CHECK
PARAMETER 1
CODE INDIAN
DFF 300 MEMB 1 TO 101 105 TO 107 111 TO 113 117 TO 119 123 TO 167
TRACK 2 MEMB 1 TO 101 105 TO 107 111 TO 113 117 TO 119 123 TO 167
CHECK CODE MEMB 1 TO 101 105 TO 107 111 TO 113 117 TO 119 123 TO 167
FINISH
