有限单元法作业

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1、桁架Inputtitletruss441222520100240034030403011211023211033111044311010204070803200006-25000129.5e612e-6outOutputforInputDatafromfileinput.txtNode#X-DisplY-Displ11.3241E-06-2.6138E-0722.7120E-02-1.8294E-0635.6507E-03・2.2247E-0243.4850E-070.0000E+00Elem#Stress12.0000E+042-2.1875E+043-5.2089E+0344.1671

2、E+03DOF#Reaction1-1.5833E+0423.1254E+0342.1875E+047-4.1671E+0380.0000E+00刚架Input9101223910108288314840418421447008809140112136010223136010314136004251360033613600645136010156136010274136003851360010691360019020021022023024025026027020130e6outNODE#X-Displ.Y-Displ.Z-Rot.1-4.6429E-0076.2978E-0061.179

3、5E-00723.446IE-0076.6308E-006・7.8615E-00837.5649E-0075.738IE-006-1.7497E-0074・1.1080E-0074.1906E-0067.2273E-00859.2704E-0084.4359E-006-5.1669E-00862.0087E-0073.8180E-006・1.1199E-00771.9982E-0131.6542E-0121.7094E-0138-6.2965E-0141.7510E-012-2.8198E-0139・1.3685E-0131.5071E-012-6.1042E-013DOF#Reactio

4、n19-1.1390E+00120-9.4288E+00121-9.7437E+000223.5890E+00023-9.9809E+001241.6073E+001257.8005E+00026-8.5904E+001273.4794E+001MemberEnd-ForcesMember#1-9.1001E+000-4.7413E+001-3.8756E+0019.1001E+000-3.2587E+001・2.0544E+001Member#2・6.1781E+000・1.6798E+0013.8514E+0016.1781E+000-4.3202E+0014.0699E+001Mem

5、ber#3-4.7413E+0019.1001E+0003.8756E+0014.7413E+001・9.1001E+000・2.3554E+000Member#4-4.9385E+001-2.9220E+000-1.7970E+0014.9385E+0012.9220E+0006.2816E+000Member#5-4.3202E+001・6.1781E+000-4.0699E+0014.3202E+0016.1781E+0001.5987E+001Member#6-2.2894E+000-4.6875E+00I-5.2946E+0012.2894E+000-3.3125E+001-2.

6、0536E+000Member#7・1.6224E+000-1.7298E+0012.6201E+0011.6224E+000-4.2702E+0015.0009E+001Member#8-9.4288E+0011.1390E+001・9.7437E+0009.4288E+001・1.1390E+0015.5302E+001Member#9-9.9809E+001-3.5890E+0001.6073E+0019.9809E+0013.5890E+000-3.0429E+001Member#10-8.5904E+001-7.8005E+000-6.5996E+0018.5904E+0017.

7、8005E+0003.4794E+001TheResultsareavailableinthetextfile23.txt板壳Input2125123212101002013024035046057248239221211120124013411442154316621761I86019802081211001121010.5021111010.503210910.50423910.50539810.50634810.5