结构力学上机实践

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1、结构力学矩阵位移法上机实验报告CENTRALSOUTHUNIVERSITY师级名号老导指班姓学年月曰1.作图示刚架的Fs、M图，己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=3.0xl04MPa输入文件：sX^^1^^1^sX^sX^sX^^T%xj%xj%xj%xj%x^^Tx^T>^>^T*^T*^T*^T*^T*^1%^1%^1%^T*^1%^7^*T%氺氺氺cxlAsimpleSupportedFrame2012.10.15氺氺氺%j^%j^%

2、X*%X*%X^%j^*Jx%X^%J^*Jx%X*^x^!j^^!j^^!j^^!j^yl^yV^yV^yV^yV^yT^^T3e71613917216e-22.1333e-32516e-22.1333e-35116e-22.1333e-31132975e-41.7912e-21332975e-41.7912e-23421e-26.3e-3562975e-41.7912e-26821e_26.3e-3292975e-41.7912e-291021e-26.3e-311916e-22.1333e-39616e-22.1333e-3631

3、6e-22.1333e-3121016e-22.1333e-310816e-22.1333e-38416e-22.1333e-30.010.90.04.57.610.911.410.90.07.77.67.70.00.011.47.77.64.511.44.57.60.011.40.03.810.97107207301110112011301210122012304110000510000300-1L51300-]15774-367.684-363.894-367.6104-363.813204.592-263.8102-262.7输出文

4、件：InputDataFileName:fl.txtOutputFileName:flout,txtxfxxlxxfKi*KX*KX*%X*KX**2^KX**2^KX**2^*2^%X*>T^>T^>T^>T^>T^>T^>T^>T^>T^>T^>T^exlAsimpleSupportedFrame2012.10.15氺氺，T、#T*，T、，T、*7*，丁、，丁、*T*，丁、，丁、，丁、，丁、*r*yT^^T**T^xr*rT%xr^TheInputDataTheGeneralInformationENMNJNSNLC3.000E+07

5、161391TheInformationofMembersmemberstartendAI1721.600000E-012.133300E-032251.600000E-012.133300E-033511.600000E-012.133300E-0341132.975000E-011.791200E-0251332.975000E-011.791200E-026342.100000E-016.300000E-037562.975000E-011.791200E-028682.100000E-016.300000E-039292.9750

6、00R-011.791200E-02109102.100000E-016.300000E-03111191.600000E-012.133300E-0312961.600000E-012.133300E-0313631.600000E-012.133300E-031412101.600000R-012.133300E-03151081.600000E-012.133300E-0316841.600000E-012.133300E-03TheJointCoordinatesjointXY1.00000010.9000002.0000004.

7、50000037.60000010.900000411.40000010.9000005.0000007.70000067.6000007.7000007.000000.000000811.4000007.70000097.6000004.5000001011.4000004.5000007.60000011.4000003.800000.000000.00000010.900000TheInformationofSupportsVS.000000.000000.000000.000000.000000.000000.000000.000

8、000.000000LoadingCase1TheLoadingsatJointsNLJ=4FXEYFM100.000000.000000.000000100.000000.000000.00