STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 03-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; 7 0 0 3.048; 8 3.81 0 3.048; 9 7.62 0 3.048;
13 0 0 6.096; 14 3.81 0 6.096; 15 7.62 0 6.096; 19 0 0 9.144; 20 3.81 0 9.144;
21 7.62 0 9.144; 25 0 3 0; 26 3.81 3 0; 27 7.62 3 0; 31 0 3 3.048;
32 3.81 3 3.048; 33 7.62 3 3.048; 37 0 3 6.096; 38 3.81 3 6.096;
39 7.62 3 6.096; 43 0 3 9.144; 44 3.81 3 9.144; 45 7.62 3 9.144; 46 0 6 0;
47 3.81 6 0; 48 7.62 6 0; 49 0 6 3.048; 50 3.81 6 3.048; 51 7.62 6 3.048;
52 0 6 6.096; 53 3.81 6 6.096; 54 7.62 6 6.096; 55 0 6 9.144; 56 3.81 6 9.144;
57 7.62 6 9.144; 58 0 9 0; 59 3.81 9 0; 60 7.62 9 0; 61 0 9 3.048;
62 3.81 9 3.048; 63 7.62 9 3.048; 64 0 9 6.096; 65 3.81 9 6.096;
66 7.62 9 6.096; 67 0 9 9.144; 68 3.81 9 9.144; 69 7.62 9 9.144; 70 0 12 0;
71 3.81 12 0; 72 7.62 12 0; 73 0 12 3.048; 74 3.81 12 3.048; 75 7.62 12 3.048;
76 0 12 6.096; 77 3.81 12 6.096; 78 7.62 12 6.096; 79 0 12 9.144;
80 3.81 12 9.144; 81 7.62 12 9.144;
MEMBER INCIDENCES
3 1 25; 4 2 26; 5 3 27; 8 7 31; 9 8 32; 10 9 33; 13 13 37; 14 14 38; 15 15 39;
18 19 43; 19 20 44; 20 21 45; 21 25 26; 22 26 27; 23 31 32; 24 32 33; 25 37 38;
26 38 39; 27 43 44; 28 44 45; 29 25 31; 30 31 37; 31 37 43; 32 26 32; 33 32 38;
34 38 44; 35 27 33; 36 33 39; 37 39 45; 38 25 46; 39 26 47; 40 27 48; 41 31 49;
42 32 50; 43 33 51; 44 37 52; 45 38 53; 46 39 54; 47 43 55; 48 44 56; 49 45 57;
50 46 47; 51 47 48; 52 49 50; 53 50 51; 54 52 53; 55 53 54; 56 55 56; 57 56 57;
58 46 49; 59 49 52; 60 52 55; 61 47 50; 62 50 53; 63 53 56; 64 48 51; 65 51 54;
66 54 57; 67 46 58; 68 47 59; 69 48 60; 70 49 61; 71 50 62; 72 51 63; 73 52 64;
74 53 65; 75 54 66; 76 55 67; 77 56 68; 78 57 69; 79 58 59; 80 59 60; 81 61 62;
82 62 63; 83 64 65; 84 65 66; 85 67 68; 86 68 69; 87 58 61; 88 61 64; 89 64 67;
90 59 62; 91 62 65; 92 65 68; 93 60 63; 94 63 66; 95 66 69; 96 58 70; 97 59 71;
98 60 72; 99 61 73; 100 62 74; 101 63 75; 102 64 76; 103 65 77; 104 66 78;
105 67 79; 106 68 80; 107 69 81; 108 70 71; 109 71 72; 110 73 74; 111 74 75;
112 76 77; 113 77 78; 114 79 80; 115 80 81; 116 70 73; 117 73 76; 118 76 79;
119 71 74; 120 74 77; 121 77 80; 122 72 75; 123 75 78; 124 78 81;
ELEMENT INCIDENCES SHELL
125 46 47 50 49; 126 47 48 51 50; 127 49 50 53 52; 128 50 51 54 53;
129 52 53 56 55; 130 53 54 57 56; 131 58 59 62 61; 132 59 60 63 62;
133 61 62 65 64; 134 62 63 66 65; 135 64 65 68 67; 136 65 66 69 68;
137 70 71 74 73; 138 71 72 75 74; 139 73 74 77 76; 140 74 75 78 77;
141 76 77 80 79; 142 77 78 81 80;
ELEMENT PROPERTY
125 TO 142 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
21 TO 37 50 TO 66 79 TO 95 108 TO 124 PRIS YD 0.3 ZD 0.23
3 TO 5 8 TO 10 13 TO 15 18 TO 20 38 TO 49 67 TO 78 96 TO 106 -
107 PRIS YD 0.23 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 3 7 TO 9 13 TO 15 19 TO 21 FIXED
DEFINE 1893 LOAD
ZONE 0.1 RF 3 I 1 SS 1 ST 1 DM 0.05 DT 3
SELFWEIGHT
MEMBER WEIGHT
108 109 114 TO 118 122 TO 124 UNI 2.5
21 TO 37 50 TO 66 79 TO 95 110 TO 113 119 TO 121 UNI 6
21 22 27 TO 31 35 TO 37 50 51 56 TO 60 64 TO 66 79 80 85 TO 89 93 TO 95 UNI 12
FLOOR WEIGHT
YRANGE 3 12 FLOAD 5
DEFINE WIND LOAD
TYPE 1
INT 1.26 HEIG  12
EXP 1 JOINT 1 TO 3 7 TO 9 13 TO 15 19 TO 21 25 TO 27 31 TO 33 37 TO 39 43 TO 81
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
108 109 114 TO 118 122 TO 124 UNI GY -2.5
23 TO 26 32 TO 34 52 TO 55 61 TO 63 81 TO 84 90 TO 92 110 TO 113 119 TO 120 -
121 UNI GY -6
21 22 27 TO 31 35 TO 37 50 51 56 TO 60 64 TO 66 79 80 85 TO 89 93 TO 94 -
95 UNI GY -12
FLOOR LOAD
YRANGE 3 12 FLOAD -5 GY
LOAD 2 LOADTYPE Dead  TITLE LL
FLOOR LOAD
YRANGE 3 12 FLOAD -2 GY
LOAD 7 LOADTYPE Wind  TITLE WL+X
WIND LOAD X 1 TYPE 1 YR 10 12
LOAD 8 LOADTYPE Wind  TITLE WL-X
WIND LOAD X -1 TYPE 1 YR 10 12
LOAD 9 LOADTYPE Wind  TITLE WL+Z
WIND LOAD Z 1 TYPE 1 YR 10 12
LOAD 10 LOADTYPE Wind  TITLE WL-Z
WIND LOAD Z -1 TYPE 1 YR 10 12
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 
PERFORM ANALYSIS
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
UNIT MMS NEWTON
CLEAR 20 MEMB 125 TO 142
CLEAR 25 MEMB 21 TO 37 50 TO 66 79 TO 95 108 TO 124
CLEAR 40 MEMB 3 TO 5 8 TO 10 13 TO 15 18 TO 20 38 TO 49 67 TO 78 96 TO 107
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 21 TO 37 50 TO 66 79 TO 95 108 TO 124
DESIGN COLUMN 3 TO 5 8 TO 10 13 TO 15 18 TO 20 38 TO 49 67 TO 78 96 TO 107
DESIGN ELEMENT 125 TO 142
CONCRETE TAKE
END CONCRETE DESIGN
PRINT ANALYSIS RESULTS
PERFORM ANALYSIS PRINT ALL
PERFORM ANALYSIS
PRINT ANALYSIS RESULTS
FINISH
