STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 25-Dec-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 4 0; 3 4 4 0; 4 4 0 0; 5 0 0 4; 6 0 4 4; 7 4 4 4; 8 4 0 4;
9 8 4 0; 10 8 0 0; 11 8 4 4; 12 8 0 4; 13 12 4 0; 14 12 0 0; 15 12 4 4;
16 12 0 4; 17 0 0 8; 18 0 4 8; 19 4 4 8; 20 4 0 8; 21 24 0 0; 22 24 4 0;
23 20 4 0; 24 20 0 0; 25 24 0 4; 26 24 4 4; 27 20 4 4; 28 20 0 4; 29 16 4 0;
30 16 0 0; 31 16 4 4; 32 16 0 4; 33 24 0 8; 34 24 4 8; 35 20 4 8; 36 20 0 8;
37 4 8 0; 38 4 8 4; 39 8 8 0; 40 8 8 4; 41 12 8 0; 42 12 8 4; 43 20 8 0;
44 20 8 4; 45 16 8 0; 46 16 8 4; 47 4 12 0; 48 4 12 4; 49 8 12 0; 50 8 12 4;
51 12 12 0; 52 12 12 4; 53 20 12 0; 54 20 12 4; 55 16 12 0; 56 16 12 4;
57 4 16 0; 58 4 16 4; 59 8 16 0; 60 8 16 4; 61 12 16 0; 62 12 16 4; 63 20 16 0;
64 20 16 4; 65 16 16 0; 66 16 16 4;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 2 6; 5 3 7; 6 5 6; 7 6 7; 8 7 8; 9 3 9; 10 7 11;
11 9 10; 12 9 11; 13 11 12; 14 9 13; 15 11 15; 16 13 14; 17 13 15; 18 15 16;
19 6 18; 20 7 19; 21 17 18; 22 18 19; 23 19 20; 24 21 22; 25 22 23; 26 23 24;
27 22 26; 28 23 27; 29 25 26; 30 26 27; 31 27 28; 32 23 29; 33 27 31; 34 29 30;
35 29 31; 36 31 32; 37 29 13; 38 31 15; 39 26 34; 40 27 35; 41 33 34; 42 34 35;
43 35 36; 44 3 37; 45 7 38; 46 9 39; 47 11 40; 48 13 41; 49 15 42; 50 23 43;
51 27 44; 52 29 45; 53 31 46; 54 37 38; 55 37 39; 56 38 40; 57 39 40; 58 39 41;
59 40 42; 60 41 42; 61 43 44; 62 43 45; 63 44 46; 64 45 46; 65 45 41; 66 46 42;
67 37 47; 68 38 48; 69 39 49; 70 40 50; 71 41 51; 72 42 52; 73 43 53; 74 44 54;
75 45 55; 76 46 56; 77 47 48; 78 47 49; 79 48 50; 80 49 50; 81 49 51; 82 50 52;
83 51 52; 84 53 54; 85 53 55; 86 54 56; 87 55 56; 88 55 51; 89 56 52; 90 47 57;
91 48 58; 92 49 59; 93 50 60; 94 51 61; 95 52 62; 96 53 63; 97 54 64; 98 55 65;
99 56 66; 100 57 58; 101 57 59; 102 58 60; 103 59 60; 104 59 61; 105 60 62;
106 61 62; 107 63 64; 108 63 65; 109 64 66; 110 65 66; 111 65 61; 112 66 62;
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
2 4 5 7 12 17 22 25 27 28 30 35 42 54 57 60 61 64 77 80 83 84 87 100 103 106 -
107 110 PRIS YD 0.3 ZD 0.23
1 3 6 8 11 13 16 18 21 23 24 26 29 31 34 36 41 43 PRIS YD 0.3 ZD 0.3
CONSTANTS
BETA 90 MEMB 6 21 29 41
MATERIAL CONCRETE MEMB 1 TO 8 11 TO 13 16 TO 18 21 TO 31 34 TO 36 41 TO 43 -
54 57 60 61 64 77 80 83 84 87 100 103 106 107 110
LOAD 1 LOADTYPE None  TITLE LOAD CASE 1
FLOOR LOAD
YRANGE 0 4 FLOAD -3.8 XRANGE 0 4  ZRANGE 0 8  GY
LOAD 2 LOADTYPE None  TITLE LOAD CASE 2
FLOOR LOAD
YRANGE 0 4 FLOAD -3.8 XRANGE 20 24  ZRANGE 0 8  GY
LOAD 3 LOADTYPE None  TITLE LOAD CASE 3
FLOOR LOAD
YRANGE 13 17 FLOAD -3.8 XRANGE 4 20  ZRANGE 0 4  GY
LOAD 4 LOADTYPE None  TITLE LOAD CASE 4
FLOOR LOAD
YRANGE 7 8 FLOAD -3.8 XRANGE 0 24  ZRANGE 0 8  GY
FINISH
