ansys梁结构受力分析

梁结构受力分析 肖杰/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,lslope,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,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,-10000alls/solusolve节点位移结果PRINT DOF NODAL SOLUTION PER NODE * POST1 NODAL DEGREE OF FREEDOM LISTING * LOAD STEP= 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN THE GLOBAL COORDINATE SYSTEM NODE UX UY UZ ROTX ROTY ROTZ 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2 -0.19995E-01-0.79894E-02 0.88638E-02 0.34413E-04-0.20059E-04-0.45551E-05 3 -0.15104E-02-0.13316E-02 0.68952E-03 0.43311E-04-0.33432E-05 0.13874E-03 4 -0.52377E-02-0.26631E-02 0.20950E-02 0.71592E-04-0.66863E-05 0.22168E-03 5 -0.10066E-01-0.39947E-02 0.39157E-02 0.84843E-04-0.10030E-04 0.24882E-03 6 -0.14879E-01-0.53263E-02 0.58512E-02 0.83063E-04-0.13373E-04 0.22017E-03 7 -0.18560E-01-0.66578E-02 0.76008E-02 0.66253E-04-0.16716E-04 0.13571E-03 14 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 15 0.19995E-01-0.79894E-02 0.88638E-02 0.34413E-04 0.20059E-04 0.45551E-05 16 0.15104E-02-0.13316E-02 0.68952E-03 0.43311E-04 0.33432E-05-0.13874E-03 17 0.52377E-02-0.26631E-02 0.20950E-02 0.71592E-04 0.66863E-05-0.22168E-03 18 0.10066E-01-0.39947E-02 0.39157E-02 0.84843E-04 0.10030E-04-0.24882E-03 19 0.14879E-01-0.53263E-02 0.58512E-02 0.83063E-04 0.13373E-04-0.22017E-03 20 0.18560E-01-0.66578E-02 0.76008E-02 0.66253E-04 0.16716E-04-0.13571E-03 27 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 28 0.19995E-01-0.79894E-02-0.88638E-02-0.34413E-04-0.20059E-04 0.45551E-05 29 0.15104E-02-0.13316E-02-0.68952E-03-0.43311E-04-0.33432E-05-0.13874E-03 30 0.52377E-02-0.26631E-02-0.20950E-02-0.71592E-04-0.66863E-05-0.22168E-03 31 0.10066E-01-0.39947E-02-0.39157E-02-0.84843E-04-0.10030E-04-0.24882E-03 32 0.14879E-01-0.53263E-02-0.58512E-02-0.83063E-04-0.13373E-04-0.22017E-03 33 0.18560E-01-0.66578E-02-0.76008E-02-0.66253E-04-0.16716E-04-0.13571E-03 40 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 41 -0.19995E-01-0.79894E-02-0.88638E-02-0.34413E-04 0.20059E-04-0.45551E-05 42 -0.15104E-02-0.13316E-02-0.68952E-03-0.43311E-04 0.33432E-05 0.13874E-03 43 -0.52377E-02-0.26631E-02-0.20950E-02-0.71592E-04 0.66863E-05 0.22168E-03 44 -0.10066E-01-0.39947E-02-0.39157E-02-0.84843E-04 0.10030E-04 0.24882E-03 45 -0.14879E-01-0.53263E-02-0.58512E-02-0.83063E-04 0.13373E-04 0.22017E-03 46 -0.18560E-01-0.66578E-02-0.76008E-02-0.66253E-04 0.16716E-04 0.13571E-03 53 -0.15552E-01-0.80704E-02 0.92204E-02 0.34413E-04-0.15601E-04-0.35429E-05 54 -0.11108E-01-0.81311E-02 0.94879E-02 0.34413E-04-0.11144E-04-0.25306E-05 55 -0.66649E-02-0.81716E-02 0.96662E-02 0.34413E-04-0.66863E-05-0.15184E-05 56 -0.22216E-02-0.81918E-02 0.97553E-02 0.34413E-04-0.22288E-05-0.50612E-06 57 0.22216E-02-0.81918E-02 0.97553E-02 0.34413E-04 0.22288E-05 0.50612E-06 58 0.66649E-02-0.81716E-02 0.96662E-02 0.34413E-04 0.66863E-05 0.15184E-05 59 0.11108E-01-0.81311E-02 0.94879E-02 0.34413E-04 0.11144E-04 0.25306E-05 60 0.15552E-01-0.80704E-02 0.92204E-02 0.34413E-04 0.15601E-04 0.35429E-05 70 0.19660E-01-0.74158E-02 0.59092E-02 0.22942E-04 0.13373E-04 0.45551E-05 * POST1 NODAL DEGREE OF FREEDOM LISTING * LOAD STEP= 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING DEGREE OF FREEDOM RESULTS ARE IN THE GLOBAL COORDINATE SYSTEM NODE UX UY UZ ROTX ROTY ROTZ 71 0.19460E-01-0.70717E-02 0.29546E-02 0.11471E-04 0.66863E-05 0.45551E-05 72 0.19393E-01-0.69570E-02-0.37300E-13 0.11072E-15-0.15547E-15 0.45551E-05 73 0.19460E-01-0.70717E-02-0.29546E-02-0.11471E-04-0.66863E-05 0.45551E-05 74 0.19660E-01-0.74158E-02-0.59092E-02-0.22942E-04-0.13373E-04 0.45551E-05 81 0.15552E-01-0.80704E-02-0.92204E-02-0.34413E-04-0.15601E-04 0.35429E-05 82 0.11108E-01-0.81311E-02-0.94879E-02-0.34413E-04-0.11144E-04 0.25306E-05 83 0.66649E-02-0.81716E-02-0.96662E-02-0.34413E-04-0.66863E-05 0.15184E-05 84 0.22216E-02-0.81918E-02-0.97553E-02-0.34413E-04-0.22288E-05 0.50612E-06 85 -0.22216E-02-0.81918E-02-0.97553E-02-0.34413E-04 0.22288E-05-0.50612E-06 86 -0.66649E-02-0.81716E-02-0.96662E-02-0.34413E-04 0.66863E-05-0.15184E-05 87 -0.11108E-01-0.81311E-02-0.94879E-02-0.34413E-04 0.11144E-04-0.25306E-05 88 -0.15552E-01-0.80704E-02-0.92204E-02-0.34413E-04 0.15601E-04-0.35429E-05 98 -0.19660E-01-0.74158E-02-0.59092E-02-0.22942E-04 0.13373E-04-0.45551E-05 99 -0.19460E-01-0.70717E-02-0.29546E-02-0.11471E-04 0.66863E-05-0.45551E-05 100 -0.19393E-01-0.69570E-02-0.67281E-13 0.22812E-15-0.30575E-15-0.45551E-05 101 -0.19460E-01-0.70717E-02 0.29546E-02 0.11471E-04-0.66863E-05-0.45551E-05 102 -0.19660E-01-0.74158E-02 0.59092E-02 0.22942E-04-0.13373E-04-0.45551E-05 109 -0.11673E-14-0.15885 -0.56769E-13 0.75477E-15-0.90399E-15-0.33004E-16 110 0.23080E-02-0.14802 -0.17035E-02-0.45707E-03-0.11560E-04-0.70232E-03 111 -0.48808E-03-0.12640 -0.27929E-03-0.76014E-03-0.20222E-04-0.11707E-02 112 -0.63588E-02-0.98321E-01 0.29900E-02-0.90922E-03-0.25986E-04-0.14053E-02 113 -0.13274E-01-0.68115E-01 0.68216E-02-0.90430E-03-0.28852E-04-0.14059E-02 114 -0.19205E-01-0.40106E-01 0.99329E-02-0.74539E-03-0.28819E-04-0.11727E-02 115 -0.22122E-01-0.18622E-01 0.11041E-01-0.43249E-03-0.25888E-04-0.70557E-03 123 -0.23080E-02-0.14802 -0.17035E-02-0.45707E-03 0.11560E-04 0.70232E-03 124 0.48808E-03-0.12640 -0.27929E-03-0.76014E-03 0.20222E-04 0.11707E-02 125 0.63588E-02-0.98321E-01 0.29900E-02-0.90922E-03 0.25986E-04 0.14053E-02 126 0.13274E-01-0.68115E-01 0.68216E-02-0.90430E-03 0.28852E-04 0.14059E-02 127 0.19205E-01-0.40106E-01 0.99329E-02-0.74539E-03 0.28819E-04 0.11727E-02 128 0.22122E-01-0.18622E-01 0.11041E-01-0.43249E-03 0.25888E-04 0.70557E-03 136 -0.23080E-02-0.14802 0.17035E-02 0.45707E-03-0.11560E-04 0.70232E-03 137 0.48808E-03-0.12640 0.27929E-03 0.76014E-03-0.20222E-04 0.11707E-02 138 0.63588E-02-0.98321E-01-0.29900E-02 0.90922E-03-0.25986E-04 0.14053E-02 139 0.13274E-01-0.68115E-01-0.68216E-02 0.90430E-03-0.28852E-04 0.14059E-02 140 0.19205E-01-0.40106E-01-0.99329E-02 0.74539E-03-0.28819E-04 0.11727E-02 141 0.22122E-01-0.18622E-01-0.11041E-01 0.43249E-03-0.25888E-04 0.70557E-03 149 0.23080E-02-0.14802 0.17035E-02 0.4