矩阵位移法实验报告

土木工程2010级矩阵位移法上机（20土木 学号1．作图示刚架的FN、FS、M图，已知各杆截面均为矩形，柱截面0.4m,高0.4m,大跨梁截面宽0.35m,高0.85m，小跨梁截面宽0.6m，各杆E=3.0×104MPa。10解答II、节点（如图示）III、输入数 EX.1AComplicated 3E10151291 16E-22133E- 16E-22133E- 16E-22133E- 2975E-417912E- 2975E-417912E- 2975E-417912E- 16E-22133E- 16E-22133E- 16E-22133E- 21E-263E- 21E-263E- 21E-263E- 16E-22133E-101116E-22133E-111216E-22133E-00000001112091929333100041002.965 -2.96-7132054-3664-3662-26114-36124-36122-26IV、结果InputDataFileName:F2.TXTOutputFileName:F2OUT.TXT EX.1AComplicated TheInputDataTeralInformationE91TheInformationofAI11222333444553662778787696556791.600000E-1.600000E-TheJointXY123456789TheInformationofLoadingCase TheLoadingsatJoints3345--TheLoadingsat 1354-64-62-44-2-TheResultsofTheJointuv123456789TheTerminalM 12-- 23-- 3-4- 4--5- 3-6-- 2-7-- 87-- 76-- 6-5- 5--- 6-- 7--- 9-- -- V、内力--2A=2400mm2,E=2.0×105MPa。分II、节点（如图示）III、输入数 EX.2AComplicated 2E11149411224E-41E-3424E-41E-6724E-41E-8924E-41E-2424E-41E-4524E-41E-5724E-41E-7924E-41E-2324E-41E-3524E-41E-5624E-41E-6924E-41E-1324E-41E-6824E-41E-0022466881112818252-504-505-507-509-10-500IV、结果InputDataFileName:F3.TXTOutputFileName:F3OUT.TXT EX.2AComplicated TheInputDataTeralInformationE941TheInformationofAI11223436748952464575787992335562.400000E-691368TheJointXY123456789TheInformationofLoadingCase TheLoadingsatJoints52-4-5-7-9--TheLoadingsat TheResultsofCalculationTheJointDisplacementsuv123456789TheTerminalM 12- 34- 67- 89- 24- 45- 57- 79- 2-3 35- 56- 6-9 13- 68-V、内力S3．作图示连续梁的F、M图，已知各梁截面面积A=6.5m2,惯性矩I=5.50m4，各杆E=3.45×104MPa。5分SII、节点（如图示） EX.3AComplicated 3.45E10346126.5236.5346.504080120111202203.7530-3.75414-10.522-32024-10.534-10.5IV、结果InputDataFileName:F4.TXTOutputFileName:F4OUT.TXT EX.3AComplicated TheInputDataTeralInformationE3461TheInformationofAI112223334TheJointXY1234TheInformationofLoadingCase TheLoadingsatJoints223-TheLoadingsat 14-22-24- - TheResultsofCalculationTheJointDisplacementsuv1234TheTerminalM 12- 23- 3V、内力42009级矩阵位移法上机题（20分，2011.10.8）1．作图示刚架的FN、FS、M图，已知各杆截面均为矩形，柱截面0.4m,高0.4m,大跨梁截面宽0.35m,高0.85m，小跨梁截面宽0.6m，各杆E=3.0×104MPa。10II、节点（如图示）III、输入数 EX.4AComplicated 3E10109911216E- 2316E- 362975E-417911E-252975E-417911E-5616E- 4516E- 6921E- 5821E- 8916E- 7816E- 00007.27.27.20111207172731900-71 2 34-19644- 74-19684- 82- IV、结果InputDataFileName:F5.TXTOutputFileName:F5OUT.TXT EX.4AComplicated TheInputTeralE991TheInformationofAI11222333642555664576985898978TheJointXY123456789TheInformationof LoadingCase TheLoadingsatJoints 9-TheLoadingsat 132334-44-74-84-82-TheResultsofCalculationTheJointDisplacementsuv123456789TheTerminalM 12- 2--3-- 36-- 2-5 56- 45- 69- 5-8 89-- 78--2A=2400mm2,E=2.0×105MPa。分I、单元划分（如图示II、节点（如图示III、输入数 EX.5AComplicated 2E11301741 24E-41E- 24E-41E- 24E-41E- 24E-41E- 24E-41E- 24E-41E- 24E-41E- 24E-41E- 24E-41E- 24E-41E- 24E-41E- 24E-41E- 24E-41E- 24E-41E- 24E-41E- 24E-41E-10 24E-41E-11 24E-41E-10 24E-41E-10 24E-41E-12 24E-41E-13 24E-41E-13 24E-41E-12 24E-41E-14 24E-41E-15 24E-41E-14 24E-41E-16 24E-41E- 24E-41E-12 24E-41E-001122334556677881112-12 0- 0- 0- 0- 110- 130- 150- 170-120IV、结果InputDataFileName:F6.TXTOutputFileName:F6OUT.TXT EX.5AComplicated TheInputDataTeralInformationE41TheInformationofAI11222432343454663673585696867572.400000E-78897992.400000E-92.400000E-2.400000E-15TheJointXY123456789TheInformationofLoadingCase TheLoadingsatJoints92-4-6-8-9-----TheLoadingsat TheResultsofCalculationTheJointDisplacementsuv123456789TheTerminalM 1--2-- 24-- 23- 34-- 4--6-- 36- 3-5- 56-- 68-- 6-7- 57-- 78-- 8--9-- 7-9- 9- 9- --- ---- - ---- ---- -- -- - ---- ---- -- -- 15-- ----S3．作图示连续梁的F、M图，已知各梁截面面积A=6.5m2,惯性矩I=5.50m4，各杆E=3.45×104MPa。5分SII、节点（如图示）III、输入数 EX.6AComplicated 3.45E10345126.5236.5346.5 12011122232420414-10.522- 24-10.534-10.5IV、结果InputDataFileName:F7.TXTOutputFileName:F7OUT.TXT EX.6ACompl