STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 27-Dec-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 4.1 0 0; 3 6.3 0 0; 4 0 0 3.2; 5 4.1 0 3.2; 6 6.3 0 3.2; 7 0 0 5.8;
8 2.7 0 5.8; 9 5.1 0 5.8; 10 0.6 0 10.3; 11 2.7 0 10.3; 12 5.1 0 10.3;
13 0 3 0; 14 4.1 3 0; 15 6.3 3 0; 16 0 3 3.2; 17 4.1 3 3.2; 18 6.3 3 3.2;
19 0 3 5.8; 20 2.7 3 5.8; 21 5.1 3 5.8; 22 0.6 3 10.3; 23 2.7 3 10.3;
24 5.1 3 10.3; 25 0.6 3 5.8; 26 5.1 3 3.2; 27 2.7 3 3.2; 28 5.1 3 14.3;
MEMBER INCIDENCES
1 1 13; 2 2 14; 3 3 15; 4 4 16; 5 5 17; 6 6 18; 7 7 19; 8 8 20; 9 9 21;
10 10 22; 11 11 23; 12 12 24; 13 13 14; 14 14 15; 15 13 16; 16 16 27; 17 17 26;
18 15 18; 19 14 17; 20 16 19; 21 20 21; 22 19 25; 23 21 24; 24 20 23; 25 25 20;
26 22 25; 27 26 18; 28 21 26; 29 27 17; 30 20 27; 31 22 23; 32 23 24; 33 24 28;
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
1 TO 12 PRIS YD 0.3 ZD 0.23
13 TO 33 PRIS YD 0.38 ZD 0.23
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 12 FIXED
LOAD 1 LOADTYPE Dead  TITLE SEL WIEGHT
SELFWEIGHT Y -1 LIST 1 TO 32
LOAD 2 LOADTYPE Dead  TITLE DL
FLOOR LOAD
YRANGE 0 4 FLOAD -3.75 XRANGE 0 6.3  ZRANGE 0 10.3  GY
LOAD 3 LOADTYPE Live  TITLE LL
MEMBER LOAD
13 TO 15 18 20 22 23 26 TO 28 31 32 UNI GY -13.8
16 17 19 21 24 25 29 30 UNI GY -6.9
LOAD COMB 4 GENERATED INDIAN CODE GENRAL_STRUCTURES 1
1 1.5 2 1.5 3 1.5 
LOAD COMB 5 GENERATED INDIAN CODE GENRAL_STRUCTURES 2
1 1.2 2 1.2 3 1.2 
LOAD COMB 6 GENERATED INDIAN CODE GENRAL_STRUCTURES 3
1 1.5 2 1.5 
LOAD COMB 7 GENERATED INDIAN CODE GENRAL_STRUCTURES 4
1 0.9 2 0.9 
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
UNIT MMS KN
FC 20 MEMB 13 TO 32
FYMAIN 415 MEMB 1 TO 32
FYSEC 415 MEMB 1 TO 32
DESIGN BEAM 13 TO 32
DESIGN COLUMN 1 TO 12
CONCRETE TAKE
END CONCRETE DESIGN
PERFORM ANALYSIS
PERFORM ANALYSIS
PERFORM ANALYSIS
FINISH
