STAAD SPACE ANALYSIS OF TRUSSSTART JOB INFORMATIONENGINEER DATE 09-Jul-10END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0 0; 2 1.9 0 0; 3 3.8 0 0; 4 5.7 0 0; 5 7.6 0 0; 6 9.5 0 0; 7 11.4 0 0;8 13.3 0 0; 9 15.2 0 0; 10 17.1 0 0; 11 19 0 0; 12 20.9 0 0; 13 22.8 0 0;14 24.7 0 0; 15 26.6 0 0; 16 28.5 0 0; 17 30.4 0 0; 18 32.3 0 0; 19 34.2 0 0;20 36.1 0 0; 21 38 0 0; 22 0 1.8 0; 23 1.9 1.8 0; 24 3.8 1.8 0; 25 5.7 1.8 0;26 7.6 1.8 0; 27 9.5 1.8 0; 28 11.4 1.8 0; 29 13.3 1.8 0; 30 15.2 1.8 0;31 17.1 1.8 0; 32 19 1.8 0; 33 20.9 1.8 0; 34 22.8 1.8 0; 35 24.7 1.8 0;36 26.6 1.8 0; 37 28.5 1.8 0; 38 30.4 1.8 0; 39 32.3 1.8 0; 40 34.2 1.8 0;41 36.1 1.8 0; 42 38 1.8 0; 43 0 0 1.65; 44 1.9 0 1.65; 45 3.8 0 1.65;46 5.7 0 1.65; 47 7.6 0 1.65; 48 9.5 0 1.65; 49 11.4 0 1.65; 50 13.3 0 1.65;51 15.2 0 1.65; 52 17.1 0 1.65; 53 19 0 1.65; 54 20.9 0 1.65; 55 22.8 0 1.65;56 24.7 0 1.65; 57 26.6 0 1.65; 58 28.5 0 1.65; 59 30.4 0 1.65; 60 32.3 0 1.65;61 34.2 0 1.65; 62 36.1 0 1.65; 63 38 0 1.65; 64 0 1.8 1.65; 65 1.9 1.8 1.65;66 3.8 1.8 1.65; 67 5.7 1.8 1.65; 68 7.6 1.8 1.65; 69 9.5 1.8 1.65;70 11.4 1.8 1.65; 71 13.3 1.8 1.65; 72 15.2 1.8 1.65; 73 17.1 1.8 1.65;74 19 1.8 1.65; 75 20.9 1.8 1.65; 76 22.8 1.8 1.65; 77 24.7 1.8 1.65;78 26.6 1.8 1.65; 79 28.5 1.8 1.65; 80 30.4 1.8 1.65; 81 32.3 1.8 1.65;82 34.2 1.8 1.65; 83 36.1 1.8 1.65; 84 38 1.8 1.65;*MEMBER INCIDENCES1 1 2; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 7 7 8; 8 8 9; 9 9 10; 10 10 11;11 11 12; 12 12 13; 13 13 14; 14 14 15; 15 15 16; 16 16 17; 17 17 18; 18 18 19;19 19 20; 20 20 21; 21 22 23; 22 23 24; 23 24 25; 24 25 26; 25 26 27; 26 27 28;27 28 29; 28 29 30; 29 30 31; 30 31 32; 31 32 33; 32 33 34; 33 34 35; 34 35 36;35 36 37; 36 37 38; 37 38 39; 38 39 40; 39 40 41; 40 41 42; 41 1 22; 42 2 23;43 3 24; 44 4 25; 45 5 26; 46 6 27; 47 7 28; 48 8 29; 49 9 30; 50 10 31;51 11 32; 52 12 33; 53 13 34; 54 14 35; 55 15 36; 56 16 37; 57 17 38; 58 18 39;59 19 40; 60 20 41; 61 21 42; 62 12 32; 63 13 33; 64 14 34; 65 15 35; 66 16 36;67 17 37; 68 18 38; 69 19 39; 70 20 40; 71 21 41; 72 43 44; 73 44 45; 74 45 46;75 46 47; 76 47 48; 77 48 49; 78 49 50; 79 50 51; 80 51 52; 81 52 53; 82 53 54;83 54 55; 84 55 56; 85 56 57; 86 57 58; 87 58 59; 88 59 60; 89 60 61; 90 61 62;91 62 63; 92 64 65; 93 65 66; 94 66 67; 95 67 68; 96 68 69; 97 69 70; 98 70 71;99 71 72; 100 72 73; 101 73 74; 102 74 75; 103 75 76; 104 76 77; 105 77 78;106 78 79; 107 79 80; 108 80 81; 109 81 82; 110 82 83; 111 83 84; 112 43 64;113 44 65; 114 45 66; 115 46 67; 116 47 68; 117 48 69; 118 49 70; 119 50 71;120 51 72; 121 52 73; 122 53 74; 123 54 75; 124 55 76; 125 56 77; 126 57 78;127 58 79; 128 59 80; 129 60 81; 130 61 82; 131 62 83; 132 63 84; 133 54 74;134 55 75; 135 56 76; 136 57 77; 137 58 78; 138 59 79; 139 60 80; 140 61 81;141 62 82; 142 63 83; 143 1 43; 144 2 44; 145 3 45; 146 4 46; 147 5 47;148 6 48; 149 7 49; 150 8 50; 151 9 51; 152 10 52; 153 11 53; 154 12 54;155 13 55; 156 14 56; 157 15 57; 158 16 58; 159 17 59; 160 18 60; 161 19 61;162 20 62; 163 21 63; 164 22 64; 165 23 65; 166 24 66; 167 25 67; 168 26 68;169 27 69; 170 28 70; 171 29 71; 172 30 72; 173 31 73; 174 32 74; 175 33 75;176 34 76; 177 35 77; 178 36 78; 179 37 79; 180 38 80; 181 39 81; 182 40 82;183 41 83; 184 42 84; 185 1 23; 186 43 65; 187 2 24; 188 44 66; 189 3 25;190 45 67; 191 4 26; 192 46 68; 193 5 27; 194 47 69; 195 6 28; 196 48 70;197 7 29; 198 49 71; 199 8 30; 200 50 72; 201 9 31; 202 51 73; 203 10 32;204 52 74;START GROUP DEFINITIONMEMBER_VERTICAL_TRUSS 41 TO 61 112 TO 132_ANGLE_TRUSS 62 TO 71 133 TO 142 185 TO 204_TOP_CORD 21 TO 40 92 TO 111_BOT_CORD 1 TO 20 72 TO 91_BEAM 143 TO 163_TRANSBEAM_UPPER 164 TO 184END GROUP DEFINITION*DEFINE MATERIAL STARTISOTROPIC STEELE 2.05e+008POISSON 0.3DENSITY 76.8195ALPHA 1.2e-005DAMP 0.03END DEFINE MATERIAL*CONSTANTSBETA 180 MEMB 1 TO 20 72 TO 91BETA 45 MEMB 62 TO 71 133 TO 142 185 TO 204MATERIAL STEEL MEMB 1 TO 204*MEMBER PROPERTY BRITISH* BEAMS143 TO 163 TABLE ST UB127X76X13** BOTTOM CORD1 TO 20 72 TO 91 TABLE LD UA200X100X12 SP 0.012** VERTICAL TRUSS41 TO 61 112 TO 132 TABLE RA UA80X80X6** TRANVERSE UPPER BEAMS164 TO 184 TABLE RA UA70X70X6** TOP CORD21 TO 40 92 TO 111 TABLE LD UA200X100X12 SP 0.012** ANGLE TRUSS62 TO 71 133 TO 142 185 TO 204 TABLE RA UA150X90X15*MEMBER TRUSS1 TO 142 185 TO 204*MEMBER RELEASE143 TO 184 START FX FZ MX MY MZ143 TO 184 END FX FZ MX MY MZ*SUPPORTS1 43 FIXED BUT FX FZ MX MY MZ21 63 FIXED BUT FZ MX MY MZ*LOAD 1 SELF WEIGHT OF STRUCTURALSELFWEIGHT Y -1*LOAD 2 DEAD LOADMEMBER LOAD143 TO 163 CON GY -4.9 0.1143 TO 163 CON GY -9.03 0.825143 TO 163 CON GY -4.9 1.55*LOAD 3 LIVE LOADMEMBER LOAD143 TO 163 CON GY -0.423 0.1143 TO 163 CON GY -0.779 0.825143 TO 163 CON GY -0.423 1.55*LOAD COMB 101 (SELF WEIGHT + DL)- SLS1 1.0 2 1.0 3 1.0*LOAD COMB 102 (SELF WEIGHT + DL) - ULS1 1.4 2 1.4 3 1.6*PERFORM ANALYSIS PRINT STATICS CHECKLOAD LIST 102PRINT MEMBER FORCES LIST 1 TO 204PRINT SUPPORT REACTION LIST 1 21 43 63*LOAD LIST 102PARAMETERCODE BS5950 1990BEAM 1 MEMB 1 TO 204TRACK 2 MEMB 1 TO 204CHECK CODE MEMB 1 TO 204*PARAMETERCODE BS5950 1990CMM -1 MEMB 1 TO 204TRACK 1 MEMB 1 TO 204CHECK CODE MEMB 1 TO 204PARAMETERCODE BS5950 1990STEEL MEMBER TAKE OFF LIST 1 TO 204FINISH