Job Title:
Client:
Engineer:
STAAD SPACE DXF IMPORT OF GROUNDFLOORCENTERLINE
START JOB INFORMATION
ENGINEER DATE 12-Nov-23
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 1 0; 2 0 1 3.22595; 3 0 1 4.57178; 4 0 1 8.40735; 5 0 1 11.0488;
6 3.22534 1 11.0488; 7 6.93384 1 11.0488; 8 6.93384 1 4.5719;
9 6.93384 1 1.09216; 10 6.93384 1 -0.609497; 11 4.92725 1 -0.609497;
12 3.1748 1 -0.609497; 13 3.1748 1 0; 14 4.92725 1 1.09204;
16 1.70166 1 3.22595; 17 1.70166 1 4.57178; 18 3.22534 1 8.40735;
19 3.22559 1 4.5719; 20 3.22559 1 0.00012207; 21 0 -2.1 0; 22 0 -2.1 4.57178;
23 0 -2.1 11.0488; 24 3.22534 -2.1 11.0488; 25 6.93384 -2.1 11.0488;
26 6.93384 -2.1 4.5719; 27 6.93384 -2.1 -0.609497; 28 3.1748 -2.1 -0.609497;
29 3.1748 -2.1 0; 30 3.22559 -2.1 4.5719; 31 0 4.3 0; 32 0 4.3 3.22595;
33 0 4.3 4.57178; 34 0 4.3 8.40735; 35 0 4.3 11.0488; 36 3.22534 4.3 11.0488;
37 6.93384 4.3 11.0488; 38 6.93384 4.3 4.5719; 39 6.93384 4.3 1.09216;
40 6.93384 4.3 -0.609497; 41 4.92725 4.3 -0.609497; 42 3.1748 4.3 -0.609497;
43 3.1748 4.3 0; 44 4.92725 4.3 1.09204; 45 1.70166 4.3 3.22595;
46 1.70166 4.3 4.57178; 47 3.22534 4.3 8.40735; 48 3.22559 4.3 4.5719;
49 3.22559 4.3 0.00012207; 50 0 7.6 0; 51 0 7.6 4.57178; 52 0 7.6 6.22266;
53 0 7.6 11.0488; 54 6.93433 7.6 11.0488; 55 6.93433 7.6 4.5719;
56 6.93433 7.6 1.09216; 57 6.93433 7.6 -0.609497; 58 3.17456 7.6 -0.609497;
59 3.17456 7.6 0; 60 3.22583 7.6 4.57178; 61 3.22583 7.6 0.00012207;
62 3.225 7.6 11.0488;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 7 7 8; 8 8 9; 9 9 10; 10 10 11;
11 11 12; 12 12 13; 13 13 1; 14 11 14; 15 14 9; 16 2 16; 17 16 17; 18 17 3;
19 4 18; 20 18 6; 21 8 19; 22 19 20; 23 20 13; 24 1 21; 25 3 22; 26 5 23;
27 6 24; 28 7 25; 29 8 26; 30 10 27; 31 12 28; 32 13 29; 33 19 30; 34 31 32;
35 32 33; 36 33 34; 37 34 35; 38 35 36; 39 36 37; 40 37 38; 41 38 39; 42 39 40;
43 40 41; 44 41 42; 45 42 43; 46 43 31; 47 41 44; 48 44 39; 49 32 45; 50 45 46;
51 46 33; 52 34 47; 53 47 36; 54 38 48; 55 48 49; 56 49 43; 57 31 1; 58 35 5;
59 37 7; 60 38 8; 61 40 10; 62 36 6; 63 42 12; 64 43 13; 65 33 3; 66 48 19;
67 50 51; 68 51 52; 69 52 53; 70 53 62; 71 54 55; 72 55 56; 73 56 57; 74 57 58;
75 58 59; 76 59 50; 77 51 60; 78 60 55; 79 60 61; 80 61 59; 81 53 35; 82 54 37;
83 55 38; 84 57 40; 85 58 42; 86 59 43; 87 50 31; 88 62 54; 89 62 36; 90 51 33;
91 60 48;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
C:\Users\NASER SHAIK\Desktop\ground.STD Page 1 of 2
Job Title:
Client:
Engineer:
DAMP 0.05
G 9.28139e+06
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY
24 TO 33 57 TO 66 81 TO 87 89 TO 91 PRIS YD 0.23 ZD 0.35
1 TO 23 PRIS YD 0.3 ZD 0.23
34 TO 56 67 TO 80 88 PRIS YD 0.43 ZD 0.23
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
21 TO 30 FIXED
LOAD 1 LOADTYPE Dead TITLE DEAD
SELFWEIGHT Y -1 LIST ALL
MEMBER LOAD
1 TO 13 34 TO 46 UNI GY -13
14 TO 23 47 TO 56 UNI GY -6.5
67 TO 76 88 UNI GY -4.5
FLOOR LOAD
YRANGE 4 8 FLOAD -4 GY
LOAD 2 LOADTYPE Live TITLE LIVE
FLOOR LOAD
YRANGE 4 8 FLOAD -1.5 GY
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
FC 20000 ALL
FYMAIN 550000 ALL
FYSEC 550000 ALL
DESIGN BEAM 1 TO 91
DESIGN COLUMN 1 TO 91
CONCRETE TAKE
END CONCRETE DESIGN
FINISH
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