STAAD SPACE
*INPUT FILE: C:\SProV8i SS6\STAAD\Plugins\50ft.STD
START JOB INFORMATION
ENGINEER DATE 22-MAR-21
END JOB INFORMATION
SET PRINT 5
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 4.00001 0 0; 3 12 0 0; 4 16 0 0; 5 20 0 0; 6 8.00002 0 0; 7 0 0 10;
8 4.00001 0 10; 9 12 0 10; 10 16 0 10; 11 20 0 10; 12 8.00002 0 10;
13 0 3.00001 0; 14 4.00001 3.00001 0; 15 12 3.00001 0; 16 16 3.00001 0;
17 20 3.00001 0; 18 8.00002 3.00001 0; 19 0 3.00001 10; 20 4.00001 3.00001 10;
21 12 3.00001 10; 22 16 3.00001 10; 23 20 3.00001 10; 24 8.00002 3.00001 10;
25 0 6.00001 0; 26 4.00001 6.00001 0; 27 12 6.00001 0; 28 16 6.00001 0;
29 20 6.00001 0; 30 8.00002 6.00001 0; 31 0 6.00001 10; 32 4.00001 6.00001 10;
33 12 6.00001 10; 34 16 6.00001 10; 35 20 6.00001 10; 36 8.00002 6.00001 10;
37 0 9.00002 0; 38 4.00001 9.00002 0; 39 12 9.00002 0; 40 16 9.00002 0;
41 20 9.00002 0; 42 8.00002 9.00002 0; 43 0 9.00002 10; 44 4.00001 9.00002 10;
45 12 9.00002 10; 46 16 9.00002 10; 47 20 9.00002 10; 48 8.00002 9.00002 10;
49 0 12 0; 50 4.00001 12 0; 51 12 12 0; 52 16 12 0; 53 20 12 0;
54 8.00002 12 0; 55 0 12 10; 56 4.00001 12 10; 57 12 12 10; 58 16 12 10;
59 20 12 10; 60 8.00002 12 10;
MEMBER INCIDENCES
1 1 7; 2 1 2; 3 2 6; 4 6 3; 5 3 4; 6 4 5; 7 5 11; 8 11 10; 9 10 9; 10 9 12;
11 7 8; 12 8 12; 13 2 8; 14 6 12; 15 3 9; 16 4 10; 17 1 13; 18 2 14; 19 3 15;
20 4 16; 21 5 17; 22 6 18; 23 7 19; 24 8 20; 25 9 21; 26 10 22; 27 11 23;
28 12 24; 29 13 19; 30 13 14; 31 14 18; 32 18 15; 33 15 16; 34 16 17; 35 17 23;
36 23 22; 37 22 21; 38 21 24; 39 19 20; 40 20 24; 41 14 20; 42 18 24; 43 15 21;
44 16 22; 45 13 25; 46 14 26; 47 15 27; 48 16 28; 49 17 29; 50 18 30; 51 19 31;
52 20 32; 53 21 33; 54 22 34; 55 23 35; 56 24 36; 57 25 31; 58 25 26; 59 26 30;
60 30 27; 61 27 28; 62 28 29; 63 29 35; 64 35 34; 65 34 33; 66 33 36; 67 31 32;
68 32 36; 69 26 32; 70 30 36; 71 27 33; 72 28 34; 73 25 37; 74 26 38; 75 27 39;
76 28 40; 77 29 41; 78 30 42; 79 31 43; 80 32 44; 81 33 45; 82 34 46; 83 35 47;
84 36 48; 85 37 43; 86 37 38; 87 38 42; 88 42 39; 89 39 40; 90 40 41; 91 41 47;
92 47 46; 93 46 45; 94 45 48; 95 43 44; 96 44 48; 97 38 44; 98 42 48; 99 39 45;
100 40 46; 101 37 49; 102 38 50; 103 39 51; 104 40 52; 105 41 53; 106 42 54;
107 43 55; 108 44 56; 109 45 57; 110 46 58; 111 47 59; 112 48 60; 113 49 55;
114 49 50; 115 50 54; 116 54 51; 117 51 52; 118 52 53; 119 53 59; 120 59 58;
121 58 57; 122 57 60; 123 55 56; 124 56 60; 125 50 56; 126 54 60; 127 51 57;
128 52 58;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17184e+07
POISSON 0.17
DENSITY 23.6158
ALPHA 5e-06
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27578.9
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
17 TO 28 45 TO 56 73 TO 84 101 TO 112 PRIS YD 1 ZD 0.3
MEMBER PROPERTY INDIAN
1 TO 16 29 TO 44 57 TO 72 85 TO 100 113 TO 128 PRIS YD 1 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 12 FIXED
LOAD 1 LOADTYPE Dead  TITLE DEAD
FLOOR LOAD
YRANGE 0 15 FLOAD -1 GY
LOAD 2 LOADTYPE Live REDUCIBLE TITLE LIVE
MEMBER LOAD
1 TO 128 UNI GY -0.8
SELFWEIGHT Y -1 
PERFORM ANALYSIS
FINISH
