STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 26-Dec-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 4 0 0; 3 7.55 0 0; 4 12.2 0 0; 5 19.2 0 0; 6 0 3 0; 7 4 3 0;
8 7.55 3 0; 9 12.2 3 0; 10 19.2 3 0; 11 4 6 0; 12 7.55 6 0; 13 12.2 6 0;
14 19.2 6 0; 15 7.55 9 0; 16 12.2 9 0; 17 0 -4 0; 18 4 -4 0; 19 7.55 -4 0;
20 12.2 -4 0; 21 19.2 -4 0; 22 23.2 6 0; 23 22.2 3 0; 24 21.2 0 0; 25 -1 0 0;
26 0 -2 0; 27 4 -2 0; 28 12.2 -2 0; 29 19.2 -2 0; 30 14.7 3 0; 31 14.7 0 0;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 4 31; 5 1 6; 6 2 7; 7 3 8; 8 4 9; 9 5 10; 10 6 7;
11 7 8; 12 8 9; 13 9 30; 14 7 11; 15 8 12; 16 9 13; 17 10 14; 18 11 12;
19 12 13; 20 13 14; 21 12 15; 22 13 16; 23 15 16; 24 1 26; 25 2 27; 26 3 19;
27 4 28; 28 5 29; 29 14 22; 30 10 23; 31 5 24; 32 1 25; 33 26 17; 34 27 18;
35 28 20; 36 29 21; 37 26 27; 38 28 29; 39 30 10; 40 31 5; 41 30 31;
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
5 6 9 14 17 23 25 28 33 34 36 PRIS YD 0.45 ZD 0.3
7 8 15 16 21 22 26 27 35 41 PRIS YD 0.3 ZD 0.45
1 4 10 11 37 38 40 PRIS YD 0.45 ZD 0.23
2 3 12 13 18 TO 20 39 PRIS YD 0.6 ZD 0.23
24 29 TO 32 PRIS YD 0.3 ZD 0.23
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
17 TO 21 FIXED
22 TO 24 PINNED
LOAD 1 LOADTYPE None  TITLE LOAD CASE 1
MEMBER LOAD
1 11 TO 13 23 29 32 39 UNI GY -12
LOAD 2 LOADTYPE None  TITLE LOAD CASE 2
MEMBER LOAD
18 19 30 31 37 38 UNI GY -32
LOAD 3 LOADTYPE None  TITLE LOAD CASE 3
MEMBER LOAD
2 4 10 40 UNI GY -22
LOAD 4 LOADTYPE None  TITLE LOAD CASE 4
MEMBER LOAD
5 24 33 UNI GX 5
LOAD 5 LOADTYPE None  TITLE LOAD CASE 5
MEMBER LOAD
20 LIN Y 0 0 -35
LOAD 6 LOADTYPE None  TITLE LOAD CASE 6
MEMBER LOAD
3 TRAP GY -10 -25 1 3.5
LOAD 7 LOADTYPE None  TITLE LOAD CASE 7
MEMBER LOAD
12 CON GY -15 1.5
LOAD 8 LOADTYPE None  TITLE LOAD CASE 8
MEMBER LOAD
2 CON GY -25 1
LOAD 9 LOADTYPE None  TITLE LOAD CASE 9
MEMBER LOAD
14 UNI GX 20 3
LOAD 10 LOADTYPE None  TITLE LOAD CASE 10
MEMBER LOAD
5 UNI GX 25 3
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
UNIT METER NEWTON
CLEAR 25 MEMB 1 TO 4 10 TO 13 18 TO 20 23 29 TO 32 37 TO 40
CLEAR 40 MEMB 5 TO 9 14 TO 17 21 22 24 TO 28 33 TO 36 41
DESIGN BEAM 1 TO 4 10 TO 13 18 TO 20 23 29 TO 32 37 TO 40
DESIGN COLUMN 5 TO 9 14 TO 17 21 22 24 TO 28 33 TO 36 41
CONCRETE TAKE
FC 20 ALL
FYMAIN 415 ALL
FYSEC 415 ALL
END CONCRETE DESIGN
PERFORM ANALYSIS
PERFORM ANALYSIS
PERFORM ANALYSIS
PERFORM ANALYSIS
FINISH
