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 1 0 0; 3 5 0 0; 4 8.55 0 0; 5 13.2 0 0; 6 20.2 0 0; 7 22.2 0 0;
8 1 3 0; 9 1 -4 0; 10 5 6 0; 11 8.55 9 0; 12 13.2 9 0; 13 20.2 6 0; 14 5 3 0;
15 8.55 6 0; 16 8.55 3 0; 17 13.2 6 0; 18 13.2 3 0; 19 20.2 3 0; 20 5 -4 0;
21 8.55 -4 0; 22 13.2 -4 0; 23 20.2 -4 0; 24 1 -2 0; 25 5 -2 0; 26 13.2 -2 0;
27 20.2 -2 0; 28 24.2 6 0; 29 23.2 3 0; 30 15.7 3 0; 31 15.7 0 0;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 31; 6 6 7; 7 8 2; 8 2 24; 9 10 14; 10 11 15;
11 12 17; 12 13 19; 13 14 3; 14 8 14; 15 15 16; 16 10 15; 17 16 4; 18 16 14;
19 11 12; 20 17 18; 21 15 17; 22 18 5; 23 16 18; 24 19 6; 25 18 30; 26 17 13;
27 3 25; 28 4 21; 29 5 26; 30 6 27; 31 24 9; 32 25 20; 33 24 25; 34 26 22;
35 27 23; 36 26 27; 37 13 28; 38 19 29; 39 30 19; 40 31 6; 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
7 TO 9 12 13 19 24 27 30 TO 32 35 PRIS YD 0.45 ZD 0.3
10 11 15 17 20 22 28 29 34 41 PRIS YD 0.3 ZD 0.45
2 5 14 18 26 33 36 40 PRIS YD 0.45 ZD 0.23
3 4 16 21 23 25 39 PRIS YD 0.6 ZD 0.23
1 6 37 38 PRIS YD 0.3 ZD 0.23
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
9 20 TO 23 FIXED
7 28 29 PINNED
UNIT MMS NEWTON
MEMBER OFFSET
10 11 19 START 1 0 0
UNIT METER KN
LOAD 1 LOADTYPE None  TITLE LOAD CASE 1
MEMBER LOAD
2 18 19 23 25 37 39 UNI GY -12
LOAD 2 LOADTYPE None  TITLE LOAD CASE 2
MEMBER LOAD
6 16 21 33 36 38 UNI GY -32
LOAD 3 LOADTYPE None  TITLE LOAD CASE 3
MEMBER LOAD
3 5 14 40 UNI GY -22
LOAD 4 LOADTYPE None  TITLE LOAD CASE 4
MEMBER LOAD
7 8 31 UNI GX 5
LOAD 5 LOADTYPE None  TITLE LOAD CASE 5
MEMBER LOAD
10 CON GX 15 0
LOAD 6 LOADTYPE None  TITLE LOAD CASE 6
MEMBER LOAD
9 CON GX 20 0
LOAD 7 LOADTYPE None  TITLE LOAD CASE 7
MEMBER LOAD
7 CON GX 25 0
LOAD 8 LOADTYPE None  TITLE LOAD CASE 8
MEMBER LOAD
21 CON GY -15 1.5
LOAD 9 LOADTYPE None  TITLE LOAD CASE 9
MEMBER LOAD
3 CON GY -25 1
LOAD 10 LOADTYPE None  TITLE LOAD CASE 10
MEMBER LOAD
4 TRAP GY -10 -25 1 3.5
LOAD 11 LOADTYPE None  TITLE LOAD CASE 11
MEMBER LOAD
26 LIN Y 0 0 -35
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
UNIT MMS NEWTON
CLEAR 25 MEMB 1 TO 6 14 16 18 19 21 23 25 26 33 36 TO 40
CLEAR 40 MEMB 7 TO 13 15 17 20 22 24 27 TO 32 34 35 41
FC 20 ALL
FYMAIN 415 ALL
FYSEC 415 ALL
DESIGN BEAM 1 TO 6 14 16 18 19 21 23 25 26 33 36 TO 40
DESIGN COLUMN 7 TO 13 15 17 20 22 24 27 TO 32 34 35 41
CONCRETE TAKE
END CONCRETE DESIGN
PERFORM ANALYSIS
PERFORM ANALYSIS
PERFORM ANALYSIS
FINISH
