结构力学 矩阵位移法作业

《结构力学 矩阵位移法作业》由会员上传分享，免费在线阅读，更多相关内容在行业资料-天天文库。

1、1．作图示刚架的、、图，已知各杆截面均为矩形，柱截面宽0.4m,高0.4m,大跨梁截面宽0.35m,高0.85m，小跨梁截面宽0.35m,高0.6m，各杆E=3.0×104MPa标号及分单元划分计算输出结果***************************************************************************wangchenghao200901***************************************************************************TheInputDataTheGen

2、eralInformationENMNJNSNLC3.000E+0710991TheInformationofMembersmemberstartendAI1121.600000E-012.133000E-032231.600000E-012.133000E-033362.975000E-011.790000E-024252.975000E-011.790000E-025451.600000E-012.133000E-036561.600000E-012.133000E-037582.100000E-016.300000E-038692.100000E-016.30000

3、0E-039781.600000E-012.133000E-0310891.600000E-012.133000E-03TheJointCoordinatesjointXY1.000000.0000002.0000004.5000003.0000007.70000047.200000.00000057.2000004.50000067.2000007.700000710.000000.000000810.0000004.500000910.0000007.700000TheInformationofSupportsISVS11.00000012.00000013.0000

4、0041.00000042.00000043.00000071.00000072.00000073.000000(NA=180)(NW=673)LoadingCase1TheLoadingsatJointsNLJ=1ILJPXPYPM9.0000.0000-15.00000TheLoadingsatMembersNLM=7ILMITLPVDST1320.00004.5000002320.00003.20000034-196.00007.20000044-36.00007.20000072-26.00002.70000074-36.00003.80000084-196.00

5、003.800000TheResultsofCalculationTheJointDisplacementsjointuvphi13.034552E-21-7.568894E-20-7.494658E-2124.656375E-03-7.095838E-04-4.689976E-0436.414487E-03-1.138627E-03-3.252309E-0344.091261E-21-1.284215E-19-9.106066E-2154.698061E-03-1.203951E-036.981090E-0566.309349E-03-1.976041E-032.021

6、588E-0373.774187E-21-5.368958E-20-8.623830E-2184.687578E-03-5.033399E-04-9.276283E-0596.303058E-03-7.395401E-04-5.394127E-04TheTerminalForcesmemberN(st)Q(st)M(st)N(en)Q(en)M(en)1756.88975.346108.697-756.88914.65427.8582643.565-66.328-84.600-643.565130.328-230.0493130.328643.565230.049-130

7、.328767.635-676.7014-51.673113.32556.74251.673145.875-173.92651284.21540.91391.061-1284.215-40.91393.04661158.135116.174146.849-1158.135-116.174224.908723.588-19.795-65.969-23.588182.595-115.178814.154390.500451.794-14.154354.300-28.7159536.89637.74286.238-536.896-3