STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 21-Apr-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 3.81 0 0; 3 7.62 0 0; 4 0 3 0; 5 3.81 3 0; 6 7.62 3 0; 7 0 6 0;
8 3.81 6 0; 9 7.62 6 0; 10 0 9 0; 11 3.81 9 0; 12 7.62 9 0; 13 0 12 0;
14 3.81 12 0; 15 7.62 12 0; 16 0 15 0; 17 3.81 15 0; 18 7.62 15 0;
19 0 0 3.04667; 20 3.81 0 3.04667; 21 7.62 0 3.04667; 22 0 3 3.04667;
23 3.81 3 3.04667; 24 7.62 3 3.04667; 25 0 6 3.04667; 26 3.81 6 3.04667;
27 7.62 6 3.04667; 28 0 9 3.04667; 29 3.81 9 3.04667; 30 7.62 9 3.04667;
31 0 12 3.04667; 32 3.81 12 3.04667; 33 7.62 12 3.04667; 34 0 15 3.04667;
35 3.81 15 3.04667; 36 7.62 15 3.04667; 37 0 0 6.09333; 38 3.81 0 6.09333;
39 7.62 0 6.09333; 40 0 3 6.09333; 41 3.81 3 6.09333; 42 7.62 3 6.09333;
43 0 6 6.09333; 44 3.81 6 6.09333; 45 7.62 6 6.09333; 46 0 9 6.09333;
47 3.81 9 6.09333; 48 7.62 9 6.09333; 49 0 12 6.09333; 50 3.81 12 6.09333;
51 7.62 12 6.09333; 52 0 15 6.09333; 53 3.81 15 6.09333; 54 7.62 15 6.09333;
55 0 0 9.14; 56 3.81 0 9.14; 57 7.62 0 9.14; 58 0 3 9.14; 59 3.81 3 9.14;
60 7.62 3 9.14; 61 0 6 9.14; 62 3.81 6 9.14; 63 7.62 6 9.14; 64 0 9 9.14;
65 3.81 9 9.14; 66 7.62 9 9.14; 67 0 12 9.14; 68 3.81 12 9.14; 69 7.62 12 9.14;
70 0 15 9.14; 71 3.81 15 9.14; 72 7.62 15 9.14;
MEMBER INCIDENCES
1 4 5; 2 5 6; 3 7 8; 4 8 9; 5 10 11; 6 11 12; 7 13 14; 8 14 15; 9 16 17;
10 17 18; 11 1 4; 12 2 5; 13 3 6; 14 4 7; 15 5 8; 16 6 9; 17 7 10; 18 8 11;
19 9 12; 20 10 13; 21 11 14; 22 12 15; 23 13 16; 24 14 17; 25 15 18; 26 22 23;
27 23 24; 28 25 26; 29 26 27; 30 28 29; 31 29 30; 32 31 32; 33 32 33; 34 34 35;
35 35 36; 36 19 22; 37 20 23; 38 21 24; 39 22 25; 40 23 26; 41 24 27; 42 25 28;
43 26 29; 44 27 30; 45 28 31; 46 29 32; 47 30 33; 48 31 34; 49 32 35; 50 33 36;
51 40 41; 52 41 42; 53 43 44; 54 44 45; 55 46 47; 56 47 48; 57 49 50; 58 50 51;
59 52 53; 60 53 54; 61 37 40; 62 38 41; 63 39 42; 64 40 43; 65 41 44; 66 42 45;
67 43 46; 68 44 47; 69 45 48; 70 46 49; 71 47 50; 72 48 51; 73 49 52; 74 50 53;
75 51 54; 76 58 59; 77 59 60; 78 61 62; 79 62 63; 80 64 65; 81 65 66; 82 67 68;
83 68 69; 84 70 71; 85 71 72; 86 55 58; 87 56 59; 88 57 60; 89 58 61; 90 59 62;
91 60 63; 92 61 64; 93 62 65; 94 63 66; 95 64 67; 96 65 68; 97 66 69; 98 67 70;
99 68 71; 100 69 72; 101 4 22; 102 5 23; 103 6 24; 104 7 25; 105 8 26;
106 9 27; 107 10 28; 108 11 29; 109 12 30; 110 13 31; 111 14 32; 112 15 33;
113 16 34; 114 17 35; 115 18 36; 116 22 40; 117 23 41; 118 24 42; 119 25 43;
120 26 44; 121 27 45; 122 28 46; 123 29 47; 124 30 48; 125 31 49; 126 32 50;
127 33 51; 128 34 52; 129 35 53; 130 36 54; 131 40 58; 132 41 59; 133 42 60;
134 43 61; 135 44 62; 136 45 63; 137 46 64; 138 47 65; 139 48 66; 140 49 67;
141 50 68; 142 51 69; 143 52 70; 144 53 71; 145 54 72;
ELEMENT INCIDENCES SHELL
146 7 8 26 25; 147 8 9 27 26; 148 25 26 44 43; 149 26 27 45 44;
150 43 44 62 61; 151 44 45 63 62; 152 10 11 29 28; 153 11 12 30 29;
154 28 29 47 46; 155 29 30 48 47; 156 46 47 65 64; 157 47 48 66 65;
158 13 14 32 31; 159 14 15 33 32; 160 31 32 50 49; 161 32 33 51 50;
162 49 50 68 67; 163 50 51 69 68; 164 16 17 35 34; 165 17 18 36 35;
166 34 35 53 52; 167 35 36 54 53; 168 52 53 71 70; 169 53 54 72 71;
ELEMENT PROPERTY
146 TO 169 THICKNESS 0.125
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
11 TO 25 36 TO 50 61 TO 75 86 TO 100 PRIS YD 0.23 ZD 0.3
1 TO 10 26 TO 35 51 TO 60 76 TO 85 101 TO 145 PRIS YD 0.3 ZD 0.23
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 3 19 TO 21 37 TO 39 55 TO 57 FIXED
DEFINE 1893 LOAD
ZONE 0.1 RF 3 I 1 SS 2 ST 1 DM 0.05 DT 3
SELFWEIGHT
MEMBER WEIGHT
9 10 84 85 113 115 128 130 143 145 UNI 2.5
26 TO 35 51 TO 60 102 105 108 111 114 117 120 123 126 129 132 135 138 141 -
144 UNI 6
1 TO 8 76 TO 83 101 103 104 106 107 109 110 112 116 118 119 121 122 124 125 -
127 131 133 134 136 137 139 140 142 UNI 12
FLOOR WEIGHT
YRANGE 3 15 FLOAD 5
DEFINE WIND LOAD
TYPE 1
INT 1.26 HEIG  15
EXP 1 JOINT 1 TO 72
LOAD 3 LOADTYPE Seismic  TITLE SL+X
1893 LOAD X 1
LOAD 4 LOADTYPE Seismic  TITLE SL-X
1893 LOAD X -1
LOAD 5 LOADTYPE Seismic  TITLE SL+Z
1893 LOAD Z 1
LOAD 6 LOADTYPE Seismic  TITLE SL-Z
1893 LOAD Z -1
LOAD 1 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1
MEMBER LOAD
9 10 84 85 113 115 128 130 143 145 UNI GY -2.5
26 TO 35 51 TO 60 102 105 108 111 114 117 120 123 126 129 132 135 138 141 -
144 UNI GY -6
1 TO 8 76 TO 83 101 103 104 106 107 109 110 112 116 118 119 121 122 124 125 -
127 131 133 134 136 137 139 140 142 UNI GY -12
FLOOR LOAD
YRANGE 3 15 FLOAD -5 GY
LOAD 2 LOADTYPE Live  TITLE LL
FLOOR LOAD
YRANGE 3 15 FLOAD -2 GY
LOAD 7 LOADTYPE Wind  TITLE WL+X
WIND LOAD X 1 TYPE 1 YR 10 15
LOAD 8 LOADTYPE Wind  TITLE WL-X
WIND LOAD X -1 TYPE 1 YR 10 15
LOAD 9 LOADTYPE Wind  TITLE WL+Z
WIND LOAD Z 1 TYPE 1 YR 10 15
LOAD 10 LOADTYPE Wind  TITLE WL-Z
WIND LOAD Z -1 TYPE 1 YR 10 15
LOAD COMB 11 DL+LL
1 1.5 2 1.5 
LOAD COMB 12 DL+LL+SL+X
1 1.2 2 1.2 3 1.2 
LOAD COMB 13 DL+LL+SL-X
1 1.2 2 1.2 4 1.2 
LOAD COMB 14 DL+LL+SL+Z
1 1.2 2 1.2 5 1.2 
LOAD COMB 15 DL+LL+SL-Z
1 1.2 2 1.2 6 1.2 
LOAD COMB 16 DL+LL+WL+X
1 1.2 2 1.2 7 1.2 
LOAD COMB 17 DL+LL+WL-X
1 1.2 2 1.2 8 1.2 
LOAD COMB 18 DL+LL+WL+Z
1 1.2 2 1.2 9 1.2 
LOAD COMB 19 DL+LL+WL-Z
1 1.2 2 1.2 10 1.2 
START CONCRETE DESIGN
CODE INDIAN
UNIT MMS NEWTON
CLEAR 20 MEMB 146 TO 169
CLEAR 25 MEMB 1 TO 10 26 TO 35 51 TO 60 76 TO 85 101 TO 145
CLEAR 40 MEMB 11 TO 25 36 TO 50 61 TO 75 86 TO 100
FC 25 ALL
FYMAIN 500 ALL
FYSEC 500 ALL
MAXMAIN 16 ALL
MAXSEC 12 ALL
MINMAIN 10 ALL
MINSEC 8 ALL
TRACK 1 ALL
DESIGN BEAM 1 TO 10 26 TO 35 51 TO 60 76 TO 85 101 TO 145
DESIGN COLUMN 11 TO 25 36 TO 50 61 TO 75 86 TO 100
DESIGN ELEMENT 146 TO 169
CONCRETE TAKE
END CONCRETE DESIGN
PERFORM ANALYSIS
PRINT ANALYSIS RESULTS
FINISH
