EQ STATIC

STAAD SPACE START JOB INFORMATION ENGINEER DATE 25-Feb-15 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 3.5 0 0; 3 6.5 0 0; 4 0 0 -3; 5 0 0 -7; 6 3.5 0 -3; 7 3.5 0 -7; 8 6.5 0 -3; 9 6.5 0 -7; 10 0 3.2 0; 11 3.5 3.2 0; 12 6.5 3.2 0; 13 0 3.2 -3; 14 0 3.2 -7; 15 3.5 3.2 -3; 16 3.5 3.2 -7; 17 6.5 3.2 -3; 18 6.5 3.2 -7; 19 0 6.2 0; 20 3.5 6.2 0; 21 6.5 6.2 0; 22 0 6.2 -3; 23 0 6.2 -7; 24 3.5 6.2 -3; 25 3.5 6.2 -7; 26 6.5 6.2 -3; 27 6.5 6.2 -7; 28 0 9.2 0; 29 3.5 9.2 0; 30 6.5 9.2 0; 31 0 9.2 -3; 32 0 9.2 -7; 33 3.5 9.2 -3; 34 3.5 9.2 -7; 35 6.5 9.2 -3; 36 6.5 9.2 -7; 37 0 12.2 0; 38 3.5 12.2 0; 39 6.5 12.2 0; 40 0 12.2 -3; 41 0 12.2 -7; 42 3.5 12.2 -3; 43 3.5 12.2 -7; 44 6.5 12.2 -3; 45 6.5 12.2 -7; MEMBER INCIDENCES 13 1 10; 14 2 11; 15 3 12; 16 4 13; 17 5 14; 18 6 15; 19 7 16; 20 8 17; 21 9 18; 22 10 11; 23 11 12; 24 10 13; 25 13 14; 26 13 15; 27 14 16; 28 11 15; 29 15 16; 30 15 17; 31 16 18; 32 12 17; 33 17 18; 34 10 19; 35 11 20; 36 12 21; 37 13 22; 38 14 23; 39 15 24; 40 16 25; 41 17 26; 42 18 27; 43 19 20; 44 20 21; 45 19 22; 46 22 23; 47 22 24; 48 23 25; 49 20 24; 50 24 25; 51 24 26; 52 25 27; 53 21 26; 54 26 27; 55 19 28; 56 20 29; 57 21 30; 58 22 31; 59 23 32; 60 24 33; 61 25 34; 62 26 35; 63 27 36; 64 28 29; 65 29 30; 66 28 31; 67 31 32; 68 31 33; 69 32 34; 70 29 33; 71 33 34; 72 33 35; 73 34 36; 74 30 35; 75 35 36; 76 28 37; 77 29 38; 78 30 39; 79 31 40; 80 32 41; 81 33 42; 82 34 43; 83 35 44; 84 36 45; 85 37 38; 86 38 39; 87 37 40; 88 40 41; 89 40 42; 90 41 43; 91 38 42; 92 42 43; 93 42 44; 94 43 45; 95 39 44; 96 44 45; 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 INDIAN 13 15 17 21 34 36 38 42 55 57 59 63 64 76 78 80 84 PRIS YD 0.45 ZD 0.23 14 16 19 20 35 37 40 41 56 58 61 62 77 79 82 83 PRIS YD 0.525 ZD 0.23 18 39 60 81 PRIS YD 0.6 ZD 0.23 22 TO 33 43 TO 54 64 TO 75 85 TO 96 PRIS YD 0.43 ZD 0.23 CONSTANTS MATERIAL CONCRETE ALL SUPPORTS 1 TO 9 FIXED DEFINE 1893 LOAD ZONE 0.36 RF 5 I 1 SS 2 ST 1 DM 0.05 SELFWEIGHT 1 MEMBER WEIGHT 22 TO 25 27 31 TO 33 43 TO 46 48 52 TO 54 64 TO 67 69 73 TO 75 85 TO 88 90 - 94 TO 96 UNI 12.63 26 28 TO 30 47 49 TO 51 68 70 TO 72 89 91 TO 93 UNI 6.31 FLOOR WEIGHT YRANGE 0 12.2 FLOAD 5 YRANGE 9.2 12.2 FLOAD 0.5 YRANGE 0 9.2 FLOAD 1.75 LOAD 1 LOADTYPE Seismic TITLE EQ+X 1893 LOAD X 1 LOAD 2 LOADTYPE Seismic TITLE EQ-X 1893 LOAD X -1

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STAAD SPACESTART JOB INFORMATIONENGINEER DATE 25-Feb-15END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0 0; 2 3.5 0 0; 3 6.5 0 0; 4 0 0 -3; 5 0 0 -7; 6 3.5 0 -3; 7 3.5 0 -7;8 6.5 0 -3; 9 6.5 0 -7; 10 0 3.2 0; 11 3.5 3.2 0; 12 6.5 3.2 0; 13 0 3.2 -3;14 0 3.2 -7; 15 3.5 3.2 -3; 16 3.5 3.2 -7; 17 6.5 3.2 -3; 18 6.5 3.2 -7;19 0 6.2 0; 20 3.5 6.2 0; 21 6.5 6.2 0; 22 0 6.2 -3; 23 0 6.2 -7;24 3.5 6.2 -3; 25 3.5 6.2 -7; 26 6.5 6.2 -3; 27 6.5 6.2 -7; 28 0 9.2 0;29 3.5 9.2 0; 30 6.5 9.2 0; 31 0 9.2 -3; 32 0 9.2 -7; 33 3.5 9.2 -3;34 3.5 9.2 -7; 35 6.5 9.2 -3; 36 6.5 9.2 -7; 37 0 12.2 0; 38 3.5 12.2 0;39 6.5 12.2 0; 40 0 12.2 -3; 41 0 12.2 -7; 42 3.5 12.2 -3; 43 3.5 12.2 -7;44 6.5 12.2 -3; 45 6.5 12.2 -7;MEMBER INCIDENCES13 1 10; 14 2 11; 15 3 12; 16 4 13; 17 5 14; 18 6 15; 19 7 16; 20 8 17;21 9 18; 22 10 11; 23 11 12; 24 10 13; 25 13 14; 26 13 15; 27 14 16; 28 11 15;29 15 16; 30 15 17; 31 16 18; 32 12 17; 33 17 18; 34 10 19; 35 11 20; 36 12 21;37 13 22; 38 14 23; 39 15 24; 40 16 25; 41 17 26; 42 18 27; 43 19 20; 44 20 21;45 19 22; 46 22 23; 47 22 24; 48 23 25; 49 20 24; 50 24 25; 51 24 26; 52 25 27;53 21 26; 54 26 27; 55 19 28; 56 20 29; 57 21 30; 58 22 31; 59 23 32; 60 24 33;61 25 34; 62 26 35; 63 27 36; 64 28 29; 65 29 30; 66 28 31; 67 31 32; 68 31 33;69 32 34; 70 29 33; 71 33 34; 72 33 35; 73 34 36; 74 30 35; 75 35 36; 76 28 37;77 29 38; 78 30 39; 79 31 40; 80 32 41; 81 33 42; 82 34 43; 83 35 44; 84 36 45;85 37 38; 86 38 39; 87 37 40; 88 40 41; 89 40 42; 90 41 43; 91 38 42; 92 42 43;93 42 44; 94 43 45; 95 39 44; 96 44 45;DEFINE MATERIAL STARTISOTROPIC CONCRETEE 2.17185e+007POISSON 0.17DENSITY 23.5616ALPHA 1e-005DAMP 0.05END DEFINE MATERIALMEMBER PROPERTY INDIAN13 15 17 21 34 36 38 42 55 57 59 63 64 76 78 80 84 PRIS YD 0.45 ZD 0.2314 16 19 20 35 37 40 41 56 58 61 62 77 79 82 83 PRIS YD 0.525 ZD 0.2318 39 60 81 PRIS YD 0.6 ZD 0.2322 TO 33 43 TO 54 64 TO 75 85 TO 96 PRIS YD 0.43 ZD 0.23CONSTANTSMATERIAL CONCRETE ALLSUPPORTS1 TO 9 FIXEDDEFINE 1893 LOADZONE 0.36 RF 5 I 1 SS 2 ST 1 DM 0.05SELFWEIGHT 1 MEMBER WEIGHT22 TO 25 27 31 TO 33 43 TO 46 48 52 TO 54 64 TO 67 69 73 TO 75 85 TO 88 90 -94 TO 96 UNI 12.6326 28 TO 30 47 49 TO 51 68 70 TO 72 89 91 TO 93 UNI 6.31FLOOR WEIGHTYRANGE 0 12.2 FLOAD 5YRANGE 9.2 12.2 FLOAD 0.5YRANGE 0 9.2 FLOAD 1.75LOAD 1 LOADTYPE Seismic TITLE EQ+X1893 LOAD X 1LOAD 2 LOADTYPE Seismic TITLE EQ-X1893 LOAD X -1

LOAD 3 LOADTYPE Seismic TITLE EQ+Z1893 LOAD Z 1LOAD 4 LOADTYPE Seismic TITLE EQ-Z1893 LOAD Z -1LOAD 5 LOADTYPE None TITLE DLFLOOR LOADYRANGE 0 12.2 FLOAD -5 GYMEMBER LOAD22 TO 25 27 31 TO 33 43 TO 46 48 52 TO 54 64 TO 67 69 73 TO 75 85 TO 88 90 -94 TO 96 UNI GY -12.63MEMBER LOAD26 28 TO 30 47 49 TO 51 68 70 TO 72 89 91 TO 93 UNI GY -6.31SELFWEIGHT Y -1 LIST 13 TO 96LOAD 6 LOADTYPE None TITLE LLFLOOR LOADYRANGE 0 9.2 FLOAD -3.5 GYYRANGE 9.3 12.2 FLOAD -2 GYLOAD COMB 7 DL+EQ -X5 1.5 2 1.5 LOAD COMB 8 DL+EQ +Z3 1.5 5 1.5 LOAD COMB 9 DL+LL5 1.5 6 1.5 LOAD COMB 10 DL+EQ +X1 1.5 5 1.5 LOAD COMB 11 DL+EQ -Z5 1.5 4 1.5 LOAD COMB 12 DL+LL+EQ+X1 1.2 5 1.2 6 1.2 LOAD COMB 13 DL+LL+EQ -X2 1.2 5 1.2 6 1.2 LOAD COMB 14 DL+LL+EQ Z3 1.2 5 1.2 6 1.2 LOAD COMB 15 DL+LL+EQ -Z4 1.2 5 1.2 6 1.2 PERFORM ANALYSISFINISH