STAAD SPACESTART JOB INFORMATIONENGINEER DATE 25-Feb-10END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0 0; 2 3.2 0 0; 3 6.4 0 0; 4 9.6 0 0; 5 12.8 0 0; 6 0 0 4.2; 10 12.8 0 4.2;11 0 0 8.6; 12 3.2 0 8.6; 13 6.4 0 8.6; 14 9.6 0 8.6; 15 12.8 0 8.6;16 0 2.6 0; 17 3.2 2.6 0; 18 6.4 2.6 0; 19 9.6 2.6 0; 20 12.8 2.6 0;21 0 2.6 4.2; 22 12.8 2.6 4.2; 23 0 2.6 8.6; 24 3.2 2.6 8.6; 25 6.4 2.6 8.6;26 9.6 2.6 8.6; 27 12.8 2.6 8.6; 28 0 7.9 0; 29 3.2 7.9 0; 30 6.4 7.9 0;31 9.6 7.9 0; 32 12.8 7.9 0; 33 0 7.9 4.2; 34 0 7.9 8.6; 35 3.2 7.9 8.6;36 6.4 7.9 8.6; 37 9.6 7.9 8.6; 38 12.8 7.9 8.6; 39 12.8 7.9 4.2;40 3.2 7.9 4.2; 41 6.4 7.9 4.2; 42 9.6 7.9 4.2;MEMBER INCIDENCES1 16 1; 2 17 2; 3 21 6; 4 18 3; 5 19 4; 6 20 5; 7 22 10; 8 27 15; 9 26 14;10 25 13; 11 24 12; 12 23 11; 13 16 17; 14 17 18; 15 18 19; 16 19 20; 17 16 21;18 21 23; 19 23 24; 20 24 25; 21 25 26; 22 26 27; 23 27 22; 24 22 20; 25 28 29;26 29 30; 27 30 31; 28 31 32; 29 28 33; 30 33 34; 31 34 35; 32 35 36; 33 36 37;34 37 38; 35 38 39; 36 39 32; 37 28 16; 38 29 17; 39 30 18; 40 31 19; 41 32 20;42 39 22; 43 38 27; 44 37 26; 45 36 25; 46 35 24; 47 34 23; 48 29 40; 49 30 41;50 31 42; 51 33 21; 52 40 35; 53 41 36; 54 42 37; 55 33 40; 56 40 41; 57 41 42;58 42 39;DEFINE MATERIAL STARTISOTROPIC CONCRETEE 2.17185e+007POISSON 0.17DENSITY 23.5616ALPHA 1e-005DAMP 0.05END DEFINE MATERIALMEMBER PROPERTY AMERICAN1 TO 12 37 TO 47 51 PRIS YD 0.35 ZD 0.613 TO 24 PRIS YD 0.5 ZD 0.329 30 35 36 48 TO 50 52 TO 54 PRIS YD 0.75 ZD 0.3525 TO 28 31 TO 34 PRIS YD 0.5 ZD 0.35MEMBER PROPERTY AMERICAN55 TO 58 PRIS YD 0.4 ZD 0.3CONSTANTSMATERIAL CONCRETE ALLSUPPORTS1 TO 6 10 TO 15 FIXEDDEFINE 1893 LOADZONE 0.016 RF 3 I 1.5 SS 2 ST 1 DM 0.05JOINT WEIGHT33 39 TO 42 WEIGHT 15MEMBER WEIGHT13 TO 24 UNI 26.5FLOOR WEIGHTYRANGE 7.9 7.9 FLOAD 5 XRANGE 0 12.8 ZRANGE 0 8.6YRANGE 7.9 7.9 FLOAD 2.5 XRANGE 0 12.8 ZRANGE 0 8.6LOAD 1 LOADTYPE None TITLE SES X1893 LOAD X 1LOAD 2 LOADTYPE None TITLE SES Z1893 LOAD Z 1LOAD 3 LOADTYPE None TITLE DLSELFWEIGHT Y -1 LIST 1 TO 51MEMBER LOAD13 TO 24 UNI GY -26.5FLOOR LOADYRANGE 7.9 7.9 FLOAD -5 XRANGE 0 12.8 ZRANGE 0 8.6 GYJOINT LOAD33 39 TO 42 FY -15LOAD 4 LOADTYPE None TITLE LLFLOOR LOADYRANGE 7.9 7.9 FLOAD -5 XRANGE 0 12.8 ZRANGE 0 8.6 GYLOAD COMB 5 DL+LL3 1.0 4 1.0 LOAD COMB 6 DL+LL+SES X3 1.0 4 1.0 1 1.0 LOAD COMB 7 DL+LL+SES Z3 1.0 4 1.0 2 1.0 LOAD COMB 8 DL+SES X3 1.0 1 1.0 LOAD COMB 9 DL+SES Z3 1.0 2 1.0 *****************LOAD COMB 10 1.5(DL+LL)3 1.5 4 1.5 LOAD COMB 11 1.2(DL+LL+SES X)3 1.2 4 1.2 1 1.2 LOAD COMB 12 1.2(DL+LL+SES Z)3 1.2 4 1.2 2 1.2 LOAD COMB 13 1.5(DL+SES X)3 1.5 1 1.5 LOAD COMB 14 1.5(DL+SES Z)3 1.5 2 1.5 PERFORM ANALYSISSTART CONCRETE DESIGNCODE INDIANFC 25000 MEMB 1 TO 54FYMAIN 415000 MEMB 1 TO 54FYSEC 415000 MEMB 1 TO 54BRACE 3 MEMB 1 TO 12 37 TO 47 51MAXMAIN 32 MEMB 1 TO 54MAXSEC 16 MEMB 1 TO 54MINMAIN 12 MEMB 1 TO 54MINSEC 10 MEMB 1 TO 54ELZ 1.2 MEMB 1 2 4 TO 6 8 TO 12 37 TO 41 43 TO 47ELY 3.65 MEMB 1 2 4 TO 6 8 TO 12ELY 1.8 MEMB 37 TO 41 43 TO 47ELY 1.2 MEMB 3 7 42 51ELZ 3.65 MEMB 3 7ELZ 1.8 MEMB 42 51DESIGN BEAM 13 TO 36 48 TO 50 52 TO 58DESIGN COLUMN 1 TO 12 37 TO 47 51END CONCRETE DESIGNFINISH