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1、梁结构受力分析肖杰20065528/prep7k,1,-90,0,60k,2,90,0,60k,3,90,0,-60k,4,-90,0,-60kgen,2,all,,,,120k,9,0,180,0k,100,0,200,0k,101,90k,102,-90l,1,5l,2,6l,3,7l,4,8l,5,6l,6,7l,7,8l,8,5l,9,5l,9,6l,9,7l,9,8lsel,,loc,y,0,119cm,lvert,linelsel,,loc,y,120cm,lhoriz,linelsel,,loc,y,121,180cm,lslop
2、e,linelsel,allet,1,188mp,ex,1,2e6mp,nuxy,1,0.3mp,dens,1,7800sectype,1,beam,i,beamsecdata,6.535,6.535,8.06,.465,.465,.285sectype,2,beam,i,columnsecdata,12,12,12.12,.605,.605,.39sectype,3,beam,hrec,peaksecdata,6,6,.25,.25,.25,.25save,frame,dbcmsel,,lslopelatt,1,,1,,100,,3cmsel
3、,,lvertlsel,r,loc,x,-90latt,1,,1,,102,,2cmsel,,lvertlsel,r,loc,x,90latt,1,,1,,101,,2cmsel,,lhorizlsel,u,loc,z,-60lsel,u,loc,x,90latt,1,,1,,1,,1cmsel,,lhorizlsel,u,loc,z,60lsel,u,loc,x,-90latt,1,,1,,3,,1lsel,alllesize,all,20lmesh,allnsel,,loc,y,0d,all,allksel,allfk,9,fy,-1000
4、0alls/solusolve节点位移结果PRINTDOFNODALSOLUTIONPERNODE*****POST1NODALDEGREEOFFREEDOMLISTING*****LOADSTEP=1SUBSTEP=1TIME=1.0000LOADCASE=0THEFOLLOWINGDEGREEOFFREEDOMRESULTSAREINTHEGLOBALCOORDINATESYSTEMNODEUXUYUZROTXROTYROTZ10.00000.00000.00000.00000.00000.00002-0.19995E-01-0.79894
5、E-020.88638E-020.34413E-04-0.20059E-04-0.45551E-053-0.15104E-02-0.13316E-020.68952E-030.43311E-04-0.33432E-050.13874E-034-0.52377E-02-0.26631E-020.20950E-020.71592E-04-0.66863E-050.22168E-035-0.10066E-01-0.39947E-020.39157E-020.84843E-04-0.10030E-040.24882E-036-0.14879E-01-0
6、.53263E-020.58512E-020.83063E-04-0.13373E-040.22017E-037-0.18560E-01-0.66578E-020.76008E-020.66253E-04-0.16716E-040.13571E-03140.00000.00000.00000.00000.00000.0000150.19995E-01-0.79894E-020.88638E-020.34413E-040.20059E-040.45551E-05160.15104E-02-0.13316E-020.68952E-030.43311
7、E-040.33432E-05-0.13874E-03170.52377E-02-0.26631E-020.20950E-020.71592E-040.66863E-05-0.22168E-03180.10066E-01-0.39947E-020.39157E-020.84843E-040.10030E-04-0.24882E-03190.14879E-01-0.53263E-020.58512E-020.83063E-040.13373E-04-0.22017E-03200.18560E-01-0.66578E-020.76008E-020.
8、66253E-040.16716E-04-0.13571E-03270.00000.00000.00000.00000.00000.0000280.1
