STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 17-Jun-19
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
2 13 0 0; 3 13 10.5 0; 4 0 12 0; 8 17 10.5 0; 9 17 16 0; 10 0 16.5 0;
11 18 19.5 0; 12 14.4645 0 3.53553; 13 14.4645 10.5 3.53553;
14 5.27208 12 12.7279; 15 17.2929 10.5 0.707107; 16 17.2929 16 0.707107;
17 5.27208 16.5 12.7279; 18 18 0 5; 19 18 10.5 5; 20 18 12 18; 21 18 10.5 1;
22 18 16 1; 23 18 16.5 18; 24 21.5355 0 3.53553; 25 21.5355 10.5 3.53553;
26 30.7279 12 12.7279; 27 18.7071 10.5 0.707107; 28 18.7071 16 0.707107;
29 30.7279 16.5 12.7279; 30 23 0 6.12303e-016; 31 23 10.5 6.12303e-016;
32 36 12 2.20429e-015; 33 19 10.5 1.22461e-016; 34 19 16 1.22461e-016;
35 36 16.5 2.20429e-015; 36 21.5355 0 -3.53553; 37 21.5355 10.5 -3.53553;
38 30.7279 12 -12.7279; 39 18.7071 10.5 -0.707107; 40 18.7071 16 -0.707107;
41 30.7279 16.5 -12.7279; 42 18 0 -5; 43 18 10.5 -5; 44 18 12 -18;
45 18 10.5 -1; 46 18 16 -1; 47 18 16.5 -18; 48 14.4645 0 -3.53553;
49 14.4645 10.5 -3.53553; 50 5.27208 12 -12.7279; 51 17.2929 10.5 -0.707;
52 17.2929 16 -0.707107; 53 5.27208 16.5 -12.7279;
MEMBER INCIDENCES
1 2 3; 2 3 4; 6 3 8; 7 4 10; 11 3 13; 13 8 15; 15 10 17; 16 12 13; 17 13 14;
18 13 15; 19 14 17; 23 13 19; 25 15 21; 27 17 23; 28 18 19; 29 19 20; 30 19 21;
31 20 23; 35 19 25; 37 21 27; 39 23 29; 40 24 25; 41 25 26; 42 25 27; 43 26 29;
47 25 31; 49 27 33; 51 29 35; 52 30 31; 53 31 32; 54 31 33; 55 32 35; 59 31 37;
61 33 39; 63 35 41; 64 36 37; 65 37 38; 66 37 39; 67 38 41; 71 37 43; 73 39 45;
75 41 47; 76 42 43; 77 43 44; 78 43 45; 79 44 47; 83 43 49; 85 45 51; 87 47 53;
88 48 49; 89 49 50; 90 49 51; 91 50 53; 95 49 3; 97 51 8; 99 53 10;
ELEMENT INCIDENCES SHELL
101 12 2 3 13; 102 13 14 4 3; 103 3 8 15 13; 104 8 9 16 15; 105 10 11 17;
106 10 17 14 4; 107 18 12 13 19; 108 19 20 14 13; 109 13 15 21 19;
110 15 16 22 21; 111 17 11 23; 112 17 23 20 14; 113 24 18 19 25;
114 25 26 20 19; 115 19 21 27 25; 116 21 22 28 27; 117 23 11 29;
118 23 29 26 20; 119 30 24 25 31; 120 31 32 26 25; 121 25 27 33 31;
122 27 28 34 33; 123 29 11 35; 124 29 35 32 26; 125 36 30 31 37;
126 37 38 32 31; 127 31 33 39 37; 128 33 34 40 39; 129 35 11 41;
130 35 41 38 32; 131 42 36 37 43; 132 43 44 38 37; 133 37 39 45 43;
134 39 40 46 45; 135 41 11 47; 136 41 47 44 38; 137 48 42 43 49;
138 49 50 44 43; 139 43 45 51 49; 140 45 46 52 51; 141 47 11 53;
142 47 53 50 44; 143 2 48 49 3; 144 3 4 50 49; 145 49 51 8 3; 146 51 52 9 8;
147 53 11 10; 148 53 10 4 50;
ELEMENT PROPERTY
101 105 107 111 113 117 119 123 125 129 131 135 137 141 143 147 THICKNESS 0.2
102 TO 104 106 108 TO 110 112 114 TO 116 118 120 TO 122 124 126 TO 128 130 -
132 TO 134 136 138 TO 140 142 144 TO 146 148 THICKNESS 0.25
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
15 27 39 51 63 75 87 99 PRIS YD 0.45 ZD 0.65
7 19 31 43 55 67 79 91 PRIS YD 0.45 ZD 0.45
2 6 11 13 17 18 23 25 29 30 35 37 41 42 47 49 53 54 59 61 65 66 71 73 77 78 -
83 85 89 90 95 97 PRIS YD 0.7 ZD 0.45
1 16 28 40 52 64 76 88 PRIS YD 0.7 ZD 0.5
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
2 12 18 24 30 36 42 48 FIXED
ELEMENT LOAD
104 TRAP JT 45 3.75 3.75 45
106 TRAP JT 0 0 33.75 33.75
110 TRAP JT 45 3.75 3.75 45
112 TRAP JT 0 0 33.75 33.75
116 TRAP JT 45 3.75 3.75 45
118 TRAP JT 0 0 33.75 33.75
122 TRAP JT 45 3.75 3.75 45
124 TRAP JT 0 0 33.75 33.75
128 TRAP JT 45 3.75 3.75 45
130 TRAP JT 0 0 33.75 33.75
134 TRAP JT 45 3.75 3.75 45
136 TRAP JT 0 0 33.75 33.75
140 TRAP JT 45 3.75 3.75 45
142 TRAP JT 0 0 33.75 33.75
146 TRAP JT 45 3.75 3.75 45
148 TRAP JT 0 0 33.75 33.75
LOAD 1 LOADTYPE Dead  TITLE DEAD LOAD
SELFWEIGHT Y -1 
LOAD 2 LOADTYPE Live  TITLE LIVE LOAD
ELEMENT LOAD
102 103 108 109 114 115 120 121 126 127 132 133 138 139 144 145 PR GY -60
104 TRAP JT 60 0 0 60
110 TRAP JT 60 0 0 60
116 TRAP JT 60 0 0 60
122 TRAP JT 60 0 0 60
128 TRAP JT 60 0 0 60
134 TRAP JT 60 0 0 60
140 TRAP JT 60 0 0 60
146 TRAP JT 60 0 0 60
106 TRAP JT 0 0 -45 -45
112 TRAP JT 0 0 -45 -45
118 TRAP JT 0 0 -45 -45
124 TRAP JT 0 0 -45 -45
130 TRAP JT 0 0 -45 -45
136 TRAP JT 0 0 -45 -45
142 TRAP JT 0 0 -45 -45
148 TRAP JT 0 0 -45 -45
LOAD COMB 3 COMBINATION LOAD CASE 3
1 1.35 2 1.5 
START CONCRETE DESIGN
CODE EC2
FYMAIN 415000 ALL
MAXMAIN 25 ALL
FC 35000 ALL
FYSEC 415000 ALL
MINMAIN 12 ALL
MINSEC 10 ALL
DESIGN BEAM 2 6 11 13 15 17 18 23 25 27 29 30 35 37 39 41 42 47 49 51 53 54 -
59 61 63 65 66 71 73 75 77 78 83 85 87 89 90 95 97 99
DESIGN COLUMN 1 7 16 19 28 31 40 43 52 55 64 67 76 79 88 91
DESIGN ELEMENT 101 TO 148
CONCRETE TAKE
END CONCRETE DESIGN
PERFORM ANALYSIS PRINT ALL
FINISH
