Please see below STAAD Text
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 08-Jun-16
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
CUT OFF MODE SHAPE 40
*-------------------------------------------------------------------------
JOINT COORDINATES
16 0 0 4; 17 5 0 4; 19 0 3.75 4; 20 5 3.75 4; 22 0 7.5 4; 23 5 7.5 4;
25 0 11.25 4; 26 5 11.25 4; 28 0 15 4; 29 5 15 4; 31 0 0 10; 32 5 0 10;
34 0 3.75 10; 35 5 3.75 10; 37 0 7.5 10; 38 5 7.5 10; 40 0 11.25 10;
41 5 11.25 10; 43 0 15 10; 44 5 15 10; 45 0 18.75 4; 46 5 18.75 4;
47 0 18.75 10; 48 5 18.75 10; 49 0 22.5 4; 50 5 22.5 4; 51 0 22.5 10;
52 5 22.5 10; 53 2.5 3.75 10; 54 2.5 7.5 10; 55 2.5 11.25 10; 56 2.5 15 10;
57 2.5 18.75 10; 58 2.5 22.5 10; 59 2.5 3.75 4; 60 2.5 7.5 4; 61 2.5 11.25 4;
62 2.5 15 4; 63 2.5 18.75 4; 64 2.5 22.5 4; 65 0 3.75 7.5; 66 0 7.5 7.5;
67 0 11.25 7.5; 68 0 15 7.5; 69 0 18.75 7.5; 70 0 22.5 7.5; 71 5 3.75 7.5;
72 5 7.5 7.5; 73 5 11.25 7.5; 74 5 15 7.5; 75 5 18.75 7.5; 76 5 22.5 7.5;
**----------------------
MEMBER INCIDENCES
21 19 59; 23 22 60; 25 25 61; 27 28 62; 29 16 19; 30 17 20; 32 19 22; 33 20 23;
35 22 25; 36 23 26; 38 25 28; 39 26 29; 41 34 53; 43 37 54; 45 40 55; 47 43 56;
49 31 34; 50 32 35; 52 34 37; 53 35 38; 55 37 40; 56 38 41; 58 40 43; 59 41 44;
73 19 65; 74 20 71; 76 22 66; 77 23 72; 79 25 67; 80 26 73; 82 28 68; 83 29 74;
84 45 63; 85 28 45; 86 29 46; 87 47 57; 88 43 47; 89 44 48; 90 45 69; 91 46 75;
92 49 64; 93 45 49; 94 46 50; 95 51 58; 96 47 51; 97 48 52; 98 49 70; 99 50 76;
100 53 35; 101 54 38; 102 55 41; 103 56 44; 104 57 48; 105 58 52; 106 31 53;
107 32 53; 108 34 54; 109 35 54; 110 37 55; 111 38 55; 112 40 56; 113 41 56;
114 43 57; 115 44 57; 116 47 58; 117 48 58; 118 59 20; 119 16 59; 120 17 59;
121 60 23; 122 19 60; 123 20 60; 124 61 26; 125 22 61; 126 23 61; 127 62 29;
128 25 62; 129 26 62; 130 63 46; 131 28 63; 132 29 63; 133 64 50; 134 45 64;
135 46 64; 136 65 34; 137 16 65; 138 31 65; 139 66 37; 140 19 66; 141 34 66;
142 67 40; 143 22 67; 144 37 67; 145 68 43; 146 25 68; 147 40 68; 148 69 47;
149 28 69; 150 43 69; 151 70 51; 152 45 70; 153 47 70; 154 71 35; 155 17 71;
156 32 71; 157 72 38; 158 20 72; 159 35 72; 160 73 41; 161 23 73; 162 38 73;
163 74 44; 164 26 74; 165 41 74; 166 75 48; 167 29 75; 168 44 75; 169 76 52;
170 46 76; 171 48 76;
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
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
MEMBER PROPERTY EUROPEAN
21 23 25 27 29 30 32 33 35 36 38 39 41 43 45 47 49 50 52 53 55 56 58 59 73 -
74 76 77 79 80 82 TO 171 TABLE ST HE280B
CONSTANTS
BETA 90 MEMB 29 30 32 33 35 36 38 39 49 50 52 53 55 56 58 59 85 86 88 89 93 -
94 96 97
MATERIAL STEEL ALL
SUPPORTS
16 17 31 32 FIXED BUT MX MZ
MEMBER TRUSS
106 TO 117 119 120 122 123 125 126 128 129 131 132 134 135 137 138 140 141 -
143 144 146 147 149 150 152 153 155 156 158 159 161 162 164 165 167 168 170 -
171
MEMBER RELEASE
21 23 25 27 41 43 45 47 73 74 76 77 79 80 82 TO 84 87 90 TO 92 95 98 -
99 START MY MZ
100 TO 105 118 121 124 127 130 133 136 139 142 145 148 151 154 157 160 163 -
166 169 END MY MZ
*--------------------------------------*VERTICAL LOAD
LOAD 2 VERTICAL LOAD
FLOOR LOAD
YRANGE 3 23 FLOAD -10 GY
**---------------------------------------------RESPONSE SPECTRUM METHOD
LOAD 201 RESPONSE SPECTRUM SNIP X DIRECTION
JOINT LOAD
49 FX 100 FY 100 FZ 100
SPECTRUM SRSS SP11 A 0.2 X 1 ACC DAMP 0.02 LOG SOIL 3
LOAD 202 RESPONSE SPECTRUM SNIP Z DIRECTION
SPECTRUM SRSS SP11 A 0.2 z 1 ACC DAMP 0.02 LOG SOIL 3
PERFORM ANALYSIS
FINISH
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 08-Jun-16
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
CUT OFF MODE SHAPE 40
*-------------------------------------------------------------------------
JOINT COORDINATES
16 0 0 4; 17 5 0 4; 19 0 3.75 4; 20 5 3.75 4; 22 0 7.5 4; 23 5 7.5 4;
25 0 11.25 4; 26 5 11.25 4; 28 0 15 4; 29 5 15 4; 31 0 0 10; 32 5 0 10;
34 0 3.75 10; 35 5 3.75 10; 37 0 7.5 10; 38 5 7.5 10; 40 0 11.25 10;
41 5 11.25 10; 43 0 15 10; 44 5 15 10; 45 0 18.75 4; 46 5 18.75 4;
47 0 18.75 10; 48 5 18.75 10; 49 0 22.5 4; 50 5 22.5 4; 51 0 22.5 10;
52 5 22.5 10; 53 2.5 3.75 10; 54 2.5 7.5 10; 55 2.5 11.25 10; 56 2.5 15 10;
57 2.5 18.75 10; 58 2.5 22.5 10; 59 2.5 3.75 4; 60 2.5 7.5 4; 61 2.5 11.25 4;
62 2.5 15 4; 63 2.5 18.75 4; 64 2.5 22.5 4; 65 0 3.75 7.5; 66 0 7.5 7.5;
67 0 11.25 7.5; 68 0 15 7.5; 69 0 18.75 7.5; 70 0 22.5 7.5; 71 5 3.75 7.5;
72 5 7.5 7.5; 73 5 11.25 7.5; 74 5 15 7.5; 75 5 18.75 7.5; 76 5 22.5 7.5;
**----------------------
MEMBER INCIDENCES
21 19 59; 23 22 60; 25 25 61; 27 28 62; 29 16 19; 30 17 20; 32 19 22; 33 20 23;
35 22 25; 36 23 26; 38 25 28; 39 26 29; 41 34 53; 43 37 54; 45 40 55; 47 43 56;
49 31 34; 50 32 35; 52 34 37; 53 35 38; 55 37 40; 56 38 41; 58 40 43; 59 41 44;
73 19 65; 74 20 71; 76 22 66; 77 23 72; 79 25 67; 80 26 73; 82 28 68; 83 29 74;
84 45 63; 85 28 45; 86 29 46; 87 47 57; 88 43 47; 89 44 48; 90 45 69; 91 46 75;
92 49 64; 93 45 49; 94 46 50; 95 51 58; 96 47 51; 97 48 52; 98 49 70; 99 50 76;
100 53 35; 101 54 38; 102 55 41; 103 56 44; 104 57 48; 105 58 52; 106 31 53;
107 32 53; 108 34 54; 109 35 54; 110 37 55; 111 38 55; 112 40 56; 113 41 56;
114 43 57; 115 44 57; 116 47 58; 117 48 58; 118 59 20; 119 16 59; 120 17 59;
121 60 23; 122 19 60; 123 20 60; 124 61 26; 125 22 61; 126 23 61; 127 62 29;
128 25 62; 129 26 62; 130 63 46; 131 28 63; 132 29 63; 133 64 50; 134 45 64;
135 46 64; 136 65 34; 137 16 65; 138 31 65; 139 66 37; 140 19 66; 141 34 66;
142 67 40; 143 22 67; 144 37 67; 145 68 43; 146 25 68; 147 40 68; 148 69 47;
149 28 69; 150 43 69; 151 70 51; 152 45 70; 153 47 70; 154 71 35; 155 17 71;
156 32 71; 157 72 38; 158 20 72; 159 35 72; 160 73 41; 161 23 73; 162 38 73;
163 74 44; 164 26 74; 165 41 74; 166 75 48; 167 29 75; 168 44 75; 169 76 52;
170 46 76; 171 48 76;
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
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
MEMBER PROPERTY EUROPEAN
21 23 25 27 29 30 32 33 35 36 38 39 41 43 45 47 49 50 52 53 55 56 58 59 73 -
74 76 77 79 80 82 TO 171 TABLE ST HE280B
CONSTANTS
BETA 90 MEMB 29 30 32 33 35 36 38 39 49 50 52 53 55 56 58 59 85 86 88 89 93 -
94 96 97
MATERIAL STEEL ALL
SUPPORTS
16 17 31 32 FIXED BUT MX MZ
MEMBER TRUSS
106 TO 117 119 120 122 123 125 126 128 129 131 132 134 135 137 138 140 141 -
143 144 146 147 149 150 152 153 155 156 158 159 161 162 164 165 167 168 170 -
171
MEMBER RELEASE
21 23 25 27 41 43 45 47 73 74 76 77 79 80 82 TO 84 87 90 TO 92 95 98 -
99 START MY MZ
100 TO 105 118 121 124 127 130 133 136 139 142 145 148 151 154 157 160 163 -
166 169 END MY MZ
*--------------------------------------*VERTICAL LOAD
LOAD 2 VERTICAL LOAD
FLOOR LOAD
YRANGE 3 23 FLOAD -10 GY
**---------------------------------------------RESPONSE SPECTRUM METHOD
LOAD 201 RESPONSE SPECTRUM SNIP X DIRECTION
JOINT LOAD
49 FX 100 FY 100 FZ 100
SPECTRUM SRSS SP11 A 0.2 X 1 ACC DAMP 0.02 LOG SOIL 3
LOAD 202 RESPONSE SPECTRUM SNIP Z DIRECTION
SPECTRUM SRSS SP11 A 0.2 z 1 ACC DAMP 0.02 LOG SOIL 3
PERFORM ANALYSIS
FINISH