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C:\Users\9158\Desktop\Velosi projects\Working for 15.11.2015\Crane beam 12m span-Grid C-modified-Trial 1.std 11

STAAD SPACESTART JOB INFORMATIONENGINEER DATE 22-Apr-14JOB NAME DESIGN VERIFICATIONJOB CLIENT ESIJOB NO DE1024JOB REV 0ENGINEER NAME AFCHECKER NAME SKAPPROVED NAME SKCHECKER DATE 18-May-14APPROVED DATE 18-May-14END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES32 52.5 17.784 0; 42 64.5 17.784 0; 518 52.5 17.78 -2.13; 538 64.5 17.78 -2.13;616 53.5 17.784 0; 618 55.5 17.784 0; 620 57.5 17.784 0; 622 59.5 17.784 0;624 61.5 17.784 0; 626 63.5 17.784 0; 627 54.5 17.78 -2.13;628 56.5 17.78 -2.13; 629 58.5 17.78 -2.13; 630 60.5 17.78 -2.13;631 62.5 17.78 -2.13; 632 52.5 15.78 -2.13; 633 64.5 15.78 -2.13;MEMBER INCIDENCES80 32 616; 1159 518 627; 1272 616 618; 1274 618 620; 1276 620 622;1278 622 624; 1280 624 626; 1282 626 42; 1283 518 616; 1284 627 628;1286 628 629; 1289 629 630; 1291 630 631; 1293 631 538; 1295 616 627;1296 627 618; 1297 618 628; 1298 628 620; 1299 620 629; 1300 629 622;1301 622 630; 1302 630 624; 1303 624 631; 1304 631 626; 1305 626 538;1307 518 632; 1308 538 633; 1309 632 627; 1310 633 631;START USER TABLETABLE 1UNIT MMS KNGENERALMFC1400X1226400 1432 9.21788 299.9 44.0147 7.55634e+009 7.24215e+007 1.53209e+006 -1.05535e+007 470826 19800 19800 1.35891e+007 80619.2 1.53209e+012 -1413.56MFC11400X1224000 1424 8.42697 299.9 40.0133 6.33283e+009 5.4383e+007 1.08726e+006 -8.89442e+006 352679 18000 18000 1.0163e+007 66508 1.08726e+012 1407.15MFC21400X1240800 1460 13.9726 400 51 1.50152e+010 3.20557e+008 7.52468e+006 2.05688e+007 -1.58323e+006 30600 30600 2.304e+007 2.46597e+006 7.52468e+012 1432.05MFC31400X1252400 1460 17.9452 499.9 52.4105 1.89977e+010 6.2594e+008 1.02585e+007 -2.60242e+007 2.47833e+006 39300 39300 4.28914e+007 172075 1.02585e+013 -1424.11MFC41400X1232800 1450 11.3103 400 41 1.09241e+010 2.1383e+008 2.76692e+006 1.50678e+007 -1.05297e+006 24600 24600 1.732e+007 1.65539e+006 2.76692e+012 1427.38*CRANE BEAM FOR 7.5m,6m spanC161000 1830 16.6667 500 61 3.61247e+010 8.34071e+008 2.47446e+007 3.42371e+007 -3.30154e+006 45750 45750 4.2954e+007 5.09879e+006 2.47446e+013 1796.67*CRANE BEAM FOR 12m spanC2110000 2600 21.1538 600 91.6667 1.21535e+011 1.80167e+009 5.88943e+007 -8.48818e+007 6.00556e+006 82500 82500 1.0601e+008 9.25e+006 5.88943e+013 -2557.69*400x6W+200x10FB16400 200 16 420 7.61905 2.00133e+008 1.33405e+007 152423 953016 133405 -4800 4800 0 203596 1.52423e+011 168B26800 320 10.625 250 13.6 1.33667e+008 2.60471e+007 176986 835417 208377 -5100 5100 910000 315200 1.76986e+011 298.75*CRANE SUPPORTING BEAMs*7.5m and 6m span*2(150x8)F+(250x8)WC34400 266 8.27068 149.9 14.6765 5.03679e+007 4.51067e+006 88222.9 378706 -60142.2 3300 3300 618787 46676.7 8.82229e+010 249.459*CRANE SUPPORTING BEAMs*12m spanC44800 368 6.52174 150 16 1.07871e+008 5.0688e+006 94753.7 554606 67584 -3600 3600 664800 104400 9.47537e+010 354.957ENDUNIT METER KNDEFINE MATERIAL STARTISOTROPIC STEELE 2.05e+008POISSON 0.3DENSITY 76.8195ALPHA 1.2e-005DAMP 0.03

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DAMP 0.03*TYPE STEEL*STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2END DEFINE MATERIALMEMBER PROPERTY EUROPEAN80 1272 1274 1276 1278 1280 1282 UPTABLE 1 C2MEMBER PROPERTY BRITISH1283 1295 TO 1305 1309 1310 TABLE LD UA75X75X6MEMBER PROPERTY BRITISH1159 1284 1286 1289 1291 1293 UPTABLE 1 C4MEMBER PROPERTY BRITISH1307 UPTABLE 1 MFC41400X121308 UPTABLE 1 MFC31400X12CONSTANTSMATERIAL STEEL ALLSUPPORTS32 42 632 633 FIXEDMEMBER TRUSS 1283 1295 TO 1305 1309 1310MEMBER RELEASE80 1159 START MX MY MZ1282 1293 END MX MY MZLOAD 1 LOADTYPE Dead TITLE DL**** WALKWAY OF 1M CONSIDERED**** CONSIDERING CHEQUERED PLATE = 55KG/M2**** DEAD LOAD = 0.55*1/2=0.275 KN/M**** LIVE LAOD FOR WALKWAY CONSIDERED AS 300 KG/M2**** LIVE LOAD = 3*1/2 = 1.5 KN/MSELFWEIGHT Y -1 LIST ALLMEMBER LOAD80 1159 1272 1274 1276 1278 1280 1282 1284 1286 1289 1291 1293 UNI GY -0.27580 1159 1272 1274 1276 1278 1280 1282 1284 1286 1289 1291 1293 UNI GY -1.5LOAD 2 LOADTYPE Dead TITLE CRANE LOADJOINT LOAD32 FX 69 FY -860 FZ 103MEMBER LOAD1274 CON GY -860 0.21274 CON GZ 103 0.21278 CON GY -860 1.21278 CON GZ 103 1.21282 CON GY -860 0.41282 CON GX 69 0.41282 CON GZ 103 0.4LOAD 3 LOADTYPE Seismic TITLE EQXJOINT LOAD32 42 518 538 632 633 FX 0.63LOAD 4 LOADTYPE Seismic TITLE EQZJOINT LOAD32 42 518 538 632 633 FZ 0.63******************LOAD COMBINATIONS FOR DESIGN************LOAD COMB 100 DL+CR1 1.0 2 1.0 LOAD COMB 101 DL+0.714EQX1 1.0 3 0.714 LOAD COMB 102 DL-0.714EQX1 1.0 3 -0.714 LOAD COMB 103 DL+0.714EQZ1 1.0 4 0.714 LOAD COMB 104 DL-0.714EQZ1 1.0 4 -0.714 LOAD COMB 105 DL+0.75CR+0.537EQX1 1.0 2 0.75 3 0.714 LOAD COMB 106 DL+0.75CR-0.537EQX1 1.0 2 0.75 3 -0.714 LOAD COMB 107 DL+0.75CR+0.537EQZ1 1.0 2 0.75 4 0.714 LOAD COMB 108 DL+0.75CR-0.537EQZ1 1.0 2 0.75 4 -0.714 LOAD COMB 109 0.9DL+0.714EQX1 0.9 3 0.714 LOAD COMB 110 0.9DL-0.714EQX1 0.9 3 -0.714 LOAD COMB 111 0.9DL+0.714EQZ1 0.9 4 0.714 LOAD COMB 112 0.9DL+0.714EQZ1 0.9 4 -0.714 *****************************************************************************LOAD COMBINATIONS FOR REACTIONS ON COLUMN**************LOAD COMB 200 DL+CR1 1.0 2 1.0 LOAD COMB 201 DL+1EQX1 1.0 3 1.0 LOAD COMB 202 DL-1EQX1 1.0 3 -1.0 LOAD COMB 203 DL+1EQZ

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LOAD COMB 203 DL+1EQZ1 1.0 4 1.0 LOAD COMB 204 DL-1EQZ1 1.0 4 -1.0 LOAD COMB 205 DL+1CR+1EQX1 1.0 2 1.0 3 1.0 LOAD COMB 206 DL+1CR-1EQX1 1.0 2 1.0 3 -1.0 LOAD COMB 207 DL+1CR+1EQZ1 1.0 2 1.0 4 1.0 LOAD COMB 208 DL+1CR-1EQZ1 1.0 2 1.0 4 -1.0 LOAD COMB 209 1DL+1EQX1 1.0 3 1.0 LOAD COMB 210 1DL-1EQX1 1.0 3 -1.0 LOAD COMB 211 1DL+1EQZ1 1.0 4 1.0 LOAD COMB 212 1DL+1EQZ1 1.0 4 -1.0 ******************************************************************PERFORM ANALYSIS*PRINT STATIC CHECK member allLOAD LIST ALLPARAMETER 1CODE AISCBEAM 1 ALLRATIO 1 ALLFYLD 275000 ALLDFF 800 MEMB 1159 1284 1286 1289 1291 1293DFF 800 MEMB 80 1272 1274 1276 1278 1280 1282****************DJ1 32 MEMB 80 1272 1274 1276 1278 1280 1282DJ2 42 MEMB 80 1272 1274 1276 1278 1280 1282DJ1 518 MEMB 1159 1284 1286 1289 1291 1293DJ2 538 MEMB 1159 1284 1286 1289 1291 1293********************************LOAD LIST 200 TO 212CHECK CODE MEMB 80 1159 1272 1274 1276 1278 1280 1282 1284 1286 1289 1291 1293**************************************PARAMETER 2CODE AISCBEAM 1 ALLRATIO 1 ALLFYLD 248000 ALLLY 2 MEMB 80 1159 1272 1274 1276 1278 1280 1282 1284 1286 1289 1291 1293LZ 12 MEMB 80 1159 1272 1274 1276 1278 1280 1282 1284 1286 1289 1291 1293UNT 2 MEMB 80 1159 1272 1274 1276 1278 1280 1282 1284 1286 1289 1291 1293UNB 12 MEMB 80 1159 1272 1274 1276 1278 1280 1282 1284 1286 1289 1291 1293TRACK 0 ALL********************************LOAD LIST 100 TO 112CHECK CODE ALL*CHECK CODE MEMB 1306 1309 1310 1312 1314 TO 1318FINISH

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