UNIT METER KN JOINT COORDINATES 1 19.15 0 0; 2 19.15 3.5 0; 3 19.15 7 0; 4 14.15 0 0; 5 14.15 3.5 0; 6 14.15 7 0; 7 10.15 0 0; 8 10.15 3.5 0; 9 10.15 7 0; 10 6.15 0 0; 11 6.15 3.5 0; 12 6.15 7 0; 13 0 0 0; 14 0 3.5 0; 15 0 7 0; 16 10 10.5 0; 17 19.15 0 5.88; 18 19.15 3.5 5.88; 19 19.15 7 5.88; 20 0 0 5.88; 21 0 3.5 5.88; 22 0 7 5.88; 23 10 10.5 5.88; 24 19.15 0 11.76; 25 19.15 3.5 11.76; 26 19.15 7 11.76; 27 14.15 0 11.76; 28 14.15 3.5 11.76; 29 14.15 7 11.76; 30 10.15 0 11.76; 31 10.15 3.5 11.76; 32 10.15 7 11.76; 33 6.15 0 11.76; 34 6.15 3.5 11.76; 35 6.15 7 11.76; 36 0 0 11.76; 37 0 3.5 11.76; 38 0 7 11.76; 39 10 10.5 11.76; 40 19.15 0 17.64; 41 19.15 3.5 17.64; 42 19.15 7 17.64; 43 14.15 0 17.64; 44 14.15 3.5 17.64; 45 14.15 7 17.64; 46 10.15 0 17.64; 47 10.15 3.5 17.64; 48 10.15 7 17.64; 49 6.15 0 17.64; 50 6.15 3.5 17.64; 51 6.15 7 17.64; 52 0 0 17.64; 53 0 3.5 17.64; 54 0 7 17.64; 55 10 10.5 17.64; 56 14.15 3.5 10.16; 57 10.15 3.5 10.16; 58 6.15 3.5 10.16; 59 1.5 3.5 10.16; 60 1.5 3.5 11.76; 61 0 7.5 0; 62 0 7.5 5.88; 63 0 7.5 11.76; 64 0 7.5 17.64; 65 19.15 7.5 0; 66 19.15 7.5 5.88; 67 19.15 7.5 11.76; 68 19.15 7.5 17.64; 69 6.13239 9.33972 17.64; 70 6.13239 9.33972 0; 71 14.15 9.13934 0; 72 14.15 9.13934 17.64; 73 10.15 10.4508 0; 74 6.15 9.345 17.64; 75 6.15 9.345 0; 76 10.15 10.4508 17.64; 77 6.13239 9.33972 11.76; 78 6.13239 9.33972 5.88; 79 14.15 9.13935 11.76; 80 14.15 9.13935 5.88; MEMBER INCIDENCES 1 1 2; 2 2 3; 3 4 5; 4 5 6; 5 7 8; 6 8 9; 7 10 11; 8 11 12; 9 13 14; 10 14 15; 11 13 10; 12 10 7; 13 7 4; 14 4 1; 15 14 11; 16 11 8; 17 8 5; 18 5 2; 19 15 12; 20 12 9; 21 9 6; 22 6 3; 23 61 70; 24 16 73; 25 17 18; 26 18 19; 27 20 21; 28 21 22; 29 62 78; 30 23 80; 31 24 25; 32 25 26; 33 27 28; 34 28 29; 35 30 31; 36 31 32; 37 33 34; 38 34 35; 39 36 37; 40 37 38; 41 36 33; 42 33 30; 43 30 27; 44 27 24; 45 37 60; 46 34 31; 47 31 28; 49 38 35; 50 35 32; 51 32 29; 52 29 26; 53 63 77; 54 39 79; 55 40 41; 56 41 42; 57 43 44; 58 44 45; 59 46 47; 60 47 48; 61 49 50; 62 50 51; 63 52 53; 64 53 54; 65 52 49; 66 49 46; 67 46 43; 68 43 40; 69 53 50; 70 50 47; 71 47 44; 73 54 51; 74 51 48; 75 48 45; 76 45 42; 77 64 69; 78 55 76; 79 13 20; 80 20 36; 81 36 52; 82 1 17; 83 17 24; 84 24 40; 85 14 21; 86 21 37; 87 37 53; 88 2 18; 89 18 25; 90 25 41; 91 15 22; 92 22 38; 93 38 54; 94 3 19; 95 19 26; 96 26 42; 97 30 46; 98 34 50; 99 31 47; 100 28 44; 101 56 57; 102 57 58; 103 58 59; 104 28 56; 105 31 57; 106 34 58; 107 60 34; 108 60 59; 109 15 61; 110 22 62; 111 38 63; 112 54 64; 113 3 65; 114 19 66; 115 26 67; 116 42 68; 117 69 74; 119 70 75; 121 71 65; 122 6 71; 123 72 68; 124 45 72; 125 73 71; 126 9 73; 127 74 55; 128 51 74; 129 75 16; 130 12 75; 131 76 72; 132 48 76; 133 55 39; 134 39 23; 135 23 16; 136 77 39; 137 78 23; 138 69 77; 139 77 78; 140 78 75; 141 79 67; 142 80 66; 143 72 79; 144 79 80; 145 80 71; 146 51 35; 147 45 29; MEMBER PROPERTY AMERICAN 1 TO 10 25 TO 28 31 TO 40 55 TO 64 109 112 113 116 122 124 126 128 130 - 132 PRIS YD 0.35 ZD 0.35 15 TO 22 49 TO 52 73 TO 76 85 86 88 TO 96 146 147 PRIS YD 0.4 ZD 0.25 45 TO 47 69 TO 71 98 TO 100 107 PRIS YD 0.5 ZD 0.3 MEMBER PROPERTY AMERICAN 24 29 30 53 54 78 110 111 114 115 117 119 136 137 141 142 TABLE ST W16X67 MEMBER PROPERTY AMERICAN 23 77 101 TO 103 121 123 125 127 129 131 PRIS YD 0.4 ZD 0.2 104 TO 106 108 PRIS YD 0.5 ZD 0.25 133 TO 135 138 TO 140 143 TO 145 TABLE ST W6X9 MEMBER PROPERTY 11 TO 14 41 TO 44 65 TO 68 79 TO 84 97 PRIS YD 0.35 ZD 0.3 87 PRIS YD 0.45 ZD 0.25 SUPPORTS 1 4 7 10 13 17 20 24 27 30 33 36 40 43 46 49 52 FIXED DEFINE MATERIAL START ISOTROPIC MATERIAL1 E 2.15381e+007 POISSON 0.17 DENSITY 23.5 ISOTROPIC MATERIAL2 E 2e+008 POISSON 0.3 DENSITY 77 ISOTROPIC CONCRETE E 2.17185e+007 POISSON 0.17 DENSITY 23.5616 ALPHA 1e-005 DAMP 0.05 END DEFINE MATERIAL CONSTANTS MATERIAL MATERIAL1 MEMB 1 TO 23 25 TO 28 31 TO 47 49 TO 52 55 TO 71 - 73 TO 77 79 TO 109 112 113 116 121 TO 132 146 147 MATERIAL MATERIAL2 MEMB 24 29 30 53 54 78 110 111 114 115 117 119 133 TO 145 MEMBER RELEASE 109 TO 112 START FY MZ 113 TO 116 START MZ DEFINE UBC LOAD ZONE 0.2 I 1 RWX 8.5 RWZ 8.5 STYP 4 CT 0.0731 NA 1 NV 1 SELFWEIGHT FLOOR WEIGHT * Use positive value for FLOOR WEIGHT in the following line. YRANGE 3 4 FLOAD 0.6 * LOAD 1 LOADTYPE None TITLE UBC ALONG X UBC LOAD X 1 * PERFORM ANALYSIS CHANGE * LOAD 2 LOADTYPE None TITLE UBC ALONG Z UBC LOAD Z 1 * PERFORM ANALYSIS CHANGE * LOAD 3 LOADTYPE None TITLE UBC ALONG X UBC LOAD X -1 * PERFORM ANALYSIS CHANGE * LOAD 4 LOADTYPE None TITLE UBC ALONG Z UBC LOAD Z -1 * PERFORM ANALYSIS CHANGE * LOAD 5 LOADTYPE None TITLE DEAD LOAD SELFWEIGHT Y -1 MEMBER LOAD 11 TO 14 42 43 66 67 79 TO 84 97 UNI GY -10 15 TO 18 45 TO 47 69 TO 71 85 TO 90 98 TO 100 107 UNI GY -7 19 TO 22 73 TO 76 UNI GY -5 91 TO 96 UNI GY -3 23 24 29 30 53 54 77 78 117 119 121 123 125 127 129 131 136 137 141 - 142 UNI GY -1.2 FLOOR LOAD YRANGE 3 4 FLOAD -3 GY LOAD 6 LOADTYPE None TITLE LIVE LOAD FLOOR LOAD YRANGE 3 4 FLOAD -2.4 GY MEMBER LOAD 23 24 29 30 53 54 77 78 117 119 121 123 125 127 129 131 136 137 141 - 142 UNI GY -0.2 * LOAD 7 COMBINATION LOAD CASE 5 REPEAT LOAD 5 1.4 6 1.7 LOAD 8 COMBINATION LOAD CASE 6 REPEAT LOAD 5 1.05 6 1.275 1 1.41 LOAD 9 COMBINATION LOAD CASE 7 REPEAT LOAD 5 1.05 6 1.275 2 1.41 LOAD 10 COMBINATION LOAD CASE 8 REPEAT LOAD 5 1.05 6 1.275 3 1.41 LOAD 11 COMBINATION LOAD CASE 9 REPEAT LOAD 5 1.05 6 1.275 4 1.41 * PERFORM ANALYSIS PRINT SUPPORT REACTION LIST 1 4 7 10 13 17 20 24 27 30 33 36 40 43 46 49 52 PRINT MEMBER FORCES LIST 1 TO 47 49 TO 71 73 TO 100 107 117 119 121 123 125 - 127 129 131 136 137 141 142 PRINT JOINT DISPLACEMENTS LIST 1 TO 55 LOAD LIST 5 TO 7 START CONCRETE DESIGN CODE ACI CLB 0.04 MEMB 1 TO 28 31 TO 47 49 TO 52 55 TO 71 73 TO 109 112 113 116 117 - 119 121 TO 132 146 147 CLS 0.04 MEMB 1 TO 28 31 TO 47 49 TO 52 55 TO 71 73 TO 109 112 113 116 117 - 119 121 TO 132 146 147 CLT 0.04 MEMB 1 TO 28 31 TO 47 49 TO 52 55 TO 71 73 TO 109 112 113 116 117 - 119 121 TO 132 146 147 FC 21000 MEMB 1 TO 28 31 TO 47 49 TO 52 55 TO 71 73 TO 109 112 113 116 117 - 119 121 TO 132 146 147 FYMAIN 275000 MEMB 1 TO 28 31 TO 47 49 TO 52 55 TO 71 73 TO 109 112 113 116 - 117 119 121 TO 132 146 147 FYSEC 275000 MEMB 1 TO 28 31 TO 47 49 TO 52 55 TO 71 73 TO 109 112 113 116 - 117 119 121 TO 132 146 147 MAXMAIN 16 MEMB 1 TO 28 31 TO 47 49 TO 52 55 TO 71 73 TO 109 112 113 116 117 - 119 121 TO 132 146 147 MINMAIN 16 MEMB 1 TO 28 31 TO 47 49 TO 52 55 TO 71 73 TO 109 112 113 116 117 - 119 121 TO 132 146 147 MINSEC 10 MEMB 1 TO 28 31 TO 47 49 TO 52 55 TO 71 73 TO 109 112 113 116 117 - 119 121 TO 132 146 147 TRACK 0 MEMB 1 TO 28 31 TO 47 49 TO 52 55 TO 71 73 TO 109 112 113 116 117 - 119 121 TO 132 146 147 DESIGN BEAM 11 TO 23 41 TO 47 49 TO 52 65 TO 71 73 TO 77 79 TO 108 121 123 - 125 127 129 131 146 147 DESIGN COLUMN 1 TO 10 25 TO 28 31 TO 40 55 TO 64 109 112 113 116 122 124 126 - 128 130 132 END CONCRETE DESIGN PARAMETER 2 CODE LRFD FYLD 275000 MEMB 29 30 53 54 110 111 114 115 133 TO 145 NSF 1 MEMB 29 30 53 54 110 111 114 115 133 TO 145 UNB 5 MEMB 29 30 53 54 110 111 114 115 136 137 141 142 UNT 0.7 MEMB 29 30 53 54 110 111 114 115 136 137 141 142 TRACK 0 MEMB 29 30 53 54 110 111 114 115 133 TO 145 SELECT MEMB 29 30 53 54 110 111 114 115 133 TO 145 PERFORM ANALYSIS PARAMETER 3 CODE LRFD CHECK CODE MEMB 29 30 53 54 110 111 114 115 136 137 141 142 FINISH