STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 14-Aug-21
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 4.25 0 0; 3 0 0 4.25; 4 4.25 0 4.25; 5 6 0 2.55; 6 13.25 0 2.55;
7 16.55 0 2.55; 8 16.55 0 0.45; 9 20.55 0 0.45; 10 20.55 0 2.55; 11 6 0 6.18;
13 20.55 0 7.05; 14 16.55 0 7.05; 15 20.55 0 9.15; 16 16.55 0 9.15;
17 20.55 0 13.95; 18 16.55 0 13.95; 19 6 0 9.85; 20 13.25 0 9.85; 21 6 0 13.95;
22 13.25 0 13.95; 23 6 0 15.15; 24 13.25 0 15.15; 25 0 0 7.05; 26 1.2 0 9.85;
27 1.2 0 13.95; 28 6 0 18.15; 29 13.25 0 18.15; 30 6.7 0 18.15;
31 12.55 0 18.15; 32 0 3.325 0; 33 4.25 3.325 0; 34 0 3.325 4.25;
35 4.25 3.325 4.25; 36 6 3.325 2.55; 37 13.25 3.325 2.55; 38 16.55 3.325 2.55;
39 16.55 3.325 0.45; 40 20.55 3.325 0.45; 41 20.55 3.325 2.55; 42 6 3.325 6.18;
43 13.25 3.325 6.18; 44 20.55 3.325 7.05; 45 16.55 3.325 7.05;
46 20.55 3.325 9.15; 47 16.55 3.325 9.15; 48 20.55 3.325 13.95;
49 16.55 3.325 13.95; 50 6 3.325 9.85; 51 13.25 3.325 9.85; 52 6 3.325 13.95;
53 13.25 3.325 13.95; 54 6 3.325 15.15; 55 13.25 3.325 15.15; 56 0 3.325 7.05;
57 1.2 3.325 9.85; 58 1.2 3.325 13.95; 59 6 3.325 18.15; 60 13.25 3.325 18.15;
61 6.7 3.325 18.15; 62 12.55 3.325 18.15; 63 0 6.65 0; 64 4.25 6.65 0;
65 0 6.65 4.25; 66 4.25 6.65 4.25; 67 6 6.65 2.55; 68 13.25 6.65 2.55;
69 16.55 6.65 2.55; 70 16.55 6.65 0.45; 71 20.55 6.65 0.45; 72 20.55 6.65 2.55;
73 6 6.65 6.18; 74 13.25 6.65 6.18; 75 20.55 6.65 7.05; 76 16.55 6.65 7.05;
77 20.55 6.65 9.15; 78 16.55 6.65 9.15; 79 20.55 6.65 13.95;
80 16.55 6.65 13.95; 81 6 6.65 9.85; 82 13.25 6.65 9.85; 83 6 6.65 13.95;
84 13.25 6.65 13.95; 85 6 6.65 15.15; 86 13.25 6.65 15.15; 87 0 6.65 7.05;
88 1.2 6.65 9.85; 89 1.2 6.65 13.95; 90 6 6.65 18.15; 91 13.25 6.65 18.15;
92 6.7 6.65 18.15; 93 12.55 6.65 18.15; 94 13.25 3.325 9.15;
95 13.25 3.325 7.05; 96 4.25 3.325 2.55; 97 4.25 3.325 9.85;
98 4.25 3.325 7.05; 99 1.2 3.325 7.05; 100 2.65 3.325 4.25;
101 2.65 3.325 7.05; 102 4.25 3.325 5.4; 103 6 3.325 5.4; 104 11.25 3.325 6.18;
105 11.25 3.325 9.85; 106 18.2 3.325 2.55; 107 18.2 3.325 7.05;
108 18.2 6.65 2.55; 109 13.25 6.65 7.05; 110 6 6.65 5.4; 111 13.25 6.65 9.15;
112 18.2 6.65 7.05; 113 2.65 6.65 4.25; 114 4.25 6.65 2.55; 115 4.25 6.65 9.85;
116 4.25 6.65 5.4; 117 4.25 6.65 7.05; 118 1.2 6.65 7.05; 119 2.65 6.65 7.05;
120 13.25 0 7.05;
MEMBER INCIDENCES
1 1 32; 2 2 33; 3 3 34; 4 4 35; 5 5 36; 6 6 37; 7 7 38; 8 8 39; 9 9 40;
10 10 41; 11 11 42; 13 13 44; 14 14 45; 15 15 46; 16 16 47; 17 17 48; 18 18 49;
19 19 50; 20 20 51; 21 21 52; 22 22 53; 23 23 54; 24 24 55; 25 25 56; 26 26 57;
27 27 58; 28 28 59; 29 29 60; 30 30 61; 31 31 62; 32 32 63; 33 33 64; 34 34 65;
35 35 66; 36 36 67; 37 37 68; 38 38 69; 39 39 70; 40 40 71; 41 41 72; 42 42 73;
44 44 75; 45 45 76; 46 46 77; 47 47 78; 48 48 79; 49 49 80; 50 50 81; 51 51 82;
52 52 83; 53 53 84; 54 54 85; 55 55 86; 56 56 87; 57 57 88; 58 58 89; 59 59 90;
60 60 91; 61 61 92; 62 62 93; 63 32 33; 64 36 37; 65 37 38; 66 38 106;
67 41 44; 68 44 46; 69 46 48; 70 32 34; 71 34 56; 72 48 49; 73 49 53; 74 53 55;
75 55 54; 76 54 52; 77 52 58; 78 58 57; 79 37 43; 80 43 95; 81 51 53;
82 36 103; 83 42 50; 84 50 52; 85 49 47; 86 47 45; 87 46 47; 88 94 51;
89 47 94; 90 44 107; 91 95 94; 92 45 95; 93 34 100; 94 33 96; 95 96 35;
96 36 96; 97 57 97; 98 97 50; 99 35 102; 100 98 97; 101 56 99; 102 99 101;
103 57 99; 104 100 35; 105 101 98; 106 100 101; 107 102 98; 108 103 42;
109 102 103; 110 42 104; 111 50 105; 112 104 43; 113 105 51; 114 104 105;
115 106 41; 116 107 45; 117 107 106; 118 63 64; 119 67 68; 120 68 69;
121 69 108; 122 72 75; 123 75 77; 124 77 79; 125 63 65; 126 65 87; 127 79 80;
128 80 84; 129 84 86; 130 86 85; 131 85 83; 132 83 89; 133 89 88; 134 68 74;
135 74 109; 136 82 84; 137 67 110; 138 73 81; 139 81 83; 142 77 78; 143 111 82;
144 78 111; 145 75 112; 146 109 111; 147 76 109; 148 65 113; 149 64 114;
150 114 66; 151 67 114; 152 88 115; 153 115 81; 154 66 116; 155 117 115;
156 87 118; 157 118 119; 158 88 118; 159 113 66; 160 119 117; 161 113 119;
162 116 117; 163 110 73; 164 116 110; 165 73 74; 166 81 82; 170 108 72;
171 112 76; 172 112 108; 173 85 90; 174 86 91; 175 92 93; 176 93 91; 177 92 90;
178 69 70; 179 70 71; 180 71 72; 181 109 95; 182 95 120;
START GROUP DEFINITION
FLOOR
_PARTITION 68 69 72 TO 74 80 81 85 TO 92 116
_25MM 74 TO 76 81 84 111 113
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY
118 TO 139 142 TO 166 170 TO 180 PRIS YD 0.45 ZD 0.23
1 TO 4 7 10 13 TO 18 25 TO 27 32 TO 35 38 41 44 TO 49 56 TO 57 -
58 PRIS YD 0.23 ZD 0.23
5 6 21 TO 24 36 37 52 TO 55 181 182 PRIS YD 0.23 ZD 0.23
8 9 39 40 PRIS YD 0.175
28 TO 31 59 TO 62 PRIS YD 0.2
63 TO 73 75 77 78 85 TO 87 89 90 92 TO 107 109 TO 117 PRIS YD 0.5 ZD 0.23
19 50 PRIS YD 0.23 ZD 0.23
11 42 PRIS YD 0.23 ZD 0.3
20 51 PRIS YD 0.23 ZD 0.3
74 76 79 TO 84 88 91 108 PRIS YD 0.55 ZD 0.23
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 11 13 TO 31 120 FIXED
LOAD 1 LOADTYPE Dead  TITLE DEAD LOAD
SELFWEIGHT Y -1 
FLOOR LOAD
YRANGE 0 3.4 FLOAD -5.4 GY
MEMBER LOAD
63 TO 117 UNI GY -8.7
118 TO 139 142 TO 166 170 TO 180 UNI GY -3
66 75 78 115 UNI GY -12
FLOOR LOAD
_PARTITION FLOAD -2.8 GY
_25MM FLOAD -0.6 GY
LOAD 2 LOADTYPE Live  TITLE LIVE LOAD
FLOOR LOAD
YRANGE 0 3.4 FLOAD -1.5 GY
MEMBER LOAD
118 TO 139 142 TO 166 170 TO 180 UNI GY -5.7
66 75 78 115 UNI GY -3
LOAD COMB 3 ULC, 1.4 DEAD + 1.6 LIVE
1 1.4 2 1.6 
LOAD COMB 4 ULC, 1.4 DEAD
1 1.4 
LOAD COMB 5 ULC, 1.2 DEAD + 1.2 LIVE
1 1.2 2 1.2 
PERFORM ANALYSIS
FINISH
