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 0 3 0; 5 3 3 0; 6 6 3 0; 7 0 6 0; 8 3 6 0;
9 6 6 0; 10 0 9 0; 11 3 9 0; 12 6 9 0; 13 0 0 3; 14 3 0 3; 15 6 0 3; 16 0 3 3;
17 3 3 3; 18 6 3 3; 19 0 6 3; 20 3 6 3; 21 6 6 3; 22 0 9 3; 23 3 9 3; 24 6 9 3;
25 0 0 6; 26 3 0 6; 27 6 0 6; 28 0 3 6; 29 3 3 6; 30 6 3 6; 31 0 6 6; 32 3 6 6;
33 6 6 6; 34 0 9 6; 35 3 9 6; 36 6 9 6; 37 0 0 9; 38 3 0 9; 39 6 0 9; 40 0 3 9;
41 3 3 9; 42 6 3 9; 43 0 6 9; 44 3 6 9; 45 6 6 9; 46 0 9 9; 47 3 9 9; 48 6 9 9;
49 9 0 0; 50 9 3 0; 51 9 6 0; 52 9 9 0; 53 9 0 3; 54 9 3 3; 55 9 6 3; 56 9 9 3;
57 9 0 6; 58 9 3 6; 59 9 6 6; 60 9 9 6; 61 9 0 9; 62 9 3 9; 63 9 6 9; 64 9 9 9;
MEMBER INCIDENCES
1 4 5; 2 5 6; 3 7 8; 4 8 9; 5 10 11; 6 11 12; 7 1 4; 8 2 5; 9 3 6; 10 4 7;
11 5 8; 12 6 9; 13 7 10; 14 8 11; 15 9 12; 16 16 17; 17 17 18; 18 19 20;
19 20 21; 20 22 23; 21 23 24; 22 13 16; 23 14 17; 24 15 18; 25 16 19; 26 17 20;
27 18 21; 28 19 22; 29 20 23; 30 21 24; 31 28 29; 32 29 30; 33 31 32; 34 32 33;
35 34 35; 36 35 36; 37 25 28; 38 26 29; 39 27 30; 40 28 31; 41 29 32; 42 30 33;
43 31 34; 44 32 35; 45 33 36; 46 40 41; 47 41 42; 48 43 44; 49 44 45; 50 46 47;
51 47 48; 52 37 40; 53 38 41; 54 39 42; 55 40 43; 56 41 44; 57 42 45; 58 43 46;
59 44 47; 60 45 48; 61 4 16; 62 5 17; 63 6 18; 64 7 19; 65 8 20; 66 9 21;
67 10 22; 68 11 23; 69 12 24; 70 16 28; 71 17 29; 72 18 30; 73 19 31; 74 20 32;
75 21 33; 76 22 34; 77 23 35; 78 24 36; 79 28 40; 80 29 41; 81 30 42; 82 31 43;
83 32 44; 84 33 45; 85 34 46; 86 35 47; 87 36 48; 88 6 50; 89 9 51; 90 12 52;
91 49 50; 92 50 51; 93 51 52; 97 53 54; 98 54 55; 99 55 56; 103 57 58;
104 58 59; 105 59 60; 106 42 62; 107 45 63; 108 48 64; 109 61 62; 110 62 63;
111 63 64; 112 50 54; 113 51 55; 114 52 56; 115 54 58; 116 55 59; 117 56 60;
118 58 62; 119 59 63; 120 60 64;
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
1 TO 93 97 TO 99 103 TO 120 PRIS YD 0.3 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 3 13 TO 15 25 TO 27 37 TO 39 49 53 57 61 FIXED
LOAD 1 LOADTYPE None  TITLE dl
SELFWEIGHT Y -1 LIST 1 TO 93 97 TO 99 103 TO 120
LOAD 2 LOADTYPE None  TITLE ll
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
PERFORM ANALYSIS
FINISH
