STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 09-Jan-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 3 0 0; 3 6 0 0; 4 9 0 0; 5 0 3 0; 6 3 3 0; 7 6 3 0; 8 9 3 0;
9 0 6 0; 10 3 6 0; 11 6 6 0; 12 9 6 0; 13 0 9 0; 14 3 9 0; 15 6 9 0; 16 9 9 0;
17 0 0 3; 18 3 0 3; 19 6 0 3; 20 9 0 3; 21 0 3 3; 22 3 3 3; 23 6 3 3; 24 9 3 3;
25 0 6 3; 26 3 6 3; 27 6 6 3; 28 9 6 3; 29 0 9 3; 30 3 9 3; 31 6 9 3; 32 9 9 3;
33 0 0 6; 34 3 0 6; 35 6 0 6; 36 9 0 6; 37 0 3 6; 38 3 3 6; 39 6 3 6; 40 9 3 6;
41 0 6 6; 42 3 6 6; 43 6 6 6; 44 9 6 6; 45 0 9 6; 46 3 9 6; 47 6 9 6; 48 9 9 6;
49 0 0 9; 50 3 0 9; 51 6 0 9; 52 9 0 9; 53 0 3 9; 54 3 3 9; 55 6 3 9; 56 9 3 9;
57 0 6 9; 58 3 6 9; 59 6 6 9; 60 9 6 9; 61 0 9 9; 62 3 9 9; 63 6 9 9; 64 9 9 9;
MEMBER INCIDENCES
1 5 6; 2 6 7; 3 7 8; 4 9 10; 5 10 11; 6 11 12; 7 13 14; 8 14 15; 9 15 16;
10 1 5; 11 2 6; 12 3 7; 13 4 8; 14 5 9; 15 6 10; 16 7 11; 17 8 12; 18 9 13;
19 10 14; 20 11 15; 21 12 16; 22 21 22; 23 22 23; 25 25 26; 26 26 27; 28 29 30;
29 30 31; 31 17 21; 32 18 22; 33 19 23; 34 20 24; 35 21 25; 36 22 26; 37 23 27;
38 24 28; 39 25 29; 40 26 30; 41 27 31; 42 28 32; 43 37 38; 44 38 39; 46 41 42;
47 42 43; 49 45 46; 50 46 47; 52 33 37; 53 34 38; 54 35 39; 55 36 40; 56 37 41;
57 38 42; 58 39 43; 59 40 44; 60 41 45; 61 42 46; 62 43 47; 63 44 48; 64 53 54;
65 54 55; 66 55 56; 67 57 58; 68 58 59; 69 59 60; 70 61 62; 71 62 63; 72 63 64;
73 49 53; 74 50 54; 75 51 55; 76 52 56; 77 53 57; 78 54 58; 79 55 59; 80 56 60;
81 57 61; 82 58 62; 83 59 63; 84 60 64; 85 5 21; 86 6 22; 87 7 23; 88 8 24;
89 9 25; 90 10 26; 91 11 27; 92 12 28; 93 13 29; 94 14 30; 95 15 31; 96 16 32;
97 21 37; 98 22 38; 99 23 39; 100 24 40; 101 25 41; 102 26 42; 103 27 43;
104 28 44; 105 29 45; 106 30 46; 107 31 47; 108 32 48; 109 37 53; 110 38 54;
111 39 55; 112 40 56; 113 41 57; 114 42 58; 115 43 59; 116 44 60; 117 45 61;
118 46 62; 119 47 63; 120 48 64;
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
1 TO 23 25 26 28 29 31 TO 44 46 47 49 50 52 TO 120 PRIS YD 0.3 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 4 17 TO 20 33 TO 36 49 TO 52 FIXED
LOAD 1 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1 LIST ALL
MEMBER LOAD
1 TO 23 25 26 28 29 31 TO 44 46 47 49 50 52 TO 120 UNI GY -16
FLOOR LOAD
YRANGE 0 9 FLOAD -3.5 XRANGE 0 6  ZRANGE 0 9  GY
ONEWAY LOAD
YRANGE 0 9 ONE -3.5 XRANGE 6 9  ZRANGE 0 9  GY
LOAD 2 LOADTYPE Live REDUCIBLE TITLE LL
PERFORM ANALYSIS
FINISH
