结构力学课程设计﹙南大科院﹚

word文档可自由复制编辑结构力学课程设计课程设计目的：通过结构力学课程设计，进一步巩固和加深结构力学课程中的理论知识，使学生初步掌握实际结构力学内力计算的步骤和方法，培养和提高学生独立分析问题和运用所学理论知识解决实际问题的能力。课程设计内容：课程设计任务书中的7道题。第七题：按照要求，选定题目，自行设计某类结构，设定其材料性质及结构基本几何数据，并进行结构简化，建立结构力学计算简图，分别考虑结构在自重、静载、活载等作用下的内力、位移、，并对结构进行强度和刚度校核，并分析经济性可行性，使设计的结构不仅安全、适用范围广且经济。本次课程设计题目基本为四大类，如下：题目类型1:（单跨）桥结构设计及力学分析题目类型2：高层建筑框架结构设计及力学分析题目类型3：塔架设计于力学分析题目类型4：屋架或厂房结构设计与力学分析结构的主要技术指标和目标1）、强度：安全系数1.5~2.5之间2）、刚度：横向位移不超过跨度的1/10003）、使用性能：所能正常工作时候允许的4）、经济性、可行性：结构不要过于复杂、杆件形状不要难于加工、材料不易昂贵。课程设计成果第一题（1）、平行弦桁架1.1.a铰结结点,1,0,0结点,2,1,0结点,3,2,0结点,4,3,0结点,5,4,0结点,6,5,0结点,7,6,0结点,8,6,1结点,9,5,1结点,10,4,1结点,11,3,1结点,12,2,1结点,13,1,1结点,14,0,1单元,1,2,1,1,0,1,1,0单元,2,3,1,1,0,1,1,0单元,3,4,1,1,0,1,1,0单元,4,5,1,1,0,1,1,0单元,5,6,1,1,0,1,1,0单元,6,7,1,1,0,1,1,0单元,7,8,1,1,0,1,1,0单元,8,9,1,1,0,1,1,0单元,9,10,1,1,0,1,1,0单元,10,11,1,1,0,1,1,0单元,11,12,1,1,0,1,1,0单元,12,13,1,1,0,1,1,0单元,13,14,1,1,0,1,1,0单元,14,1,1,1,0,1,1,0单元,2,14,1,1,0,1,1,0单元,2,13,1,1,0,1,1,0单元,3,13,1,1,0,1,1,0单元,3,12,1,1,0,1,1,0单元,4,12,1,1,0,1,1,0单元,4,11,1,1,0,1,1,0单元,4,10,1,1,0,1,1,0单元,5,10,1,1,0,1,1,0单元,5,9,1,1,0,1,1,0单元,6,9,1,1,0,1,1,0单元,6,8,1,1,0,1,1,0结点支承,1,3,0,0,0结点支承,7,1,0,0结点荷载,14,1,1/2,-90结点荷载,13,1,1,-90结点荷载,12,1,1,-90结点荷载,11,1,1,-90结点荷载,10,1,1,-90结点荷载,9,1,1,-90结点荷载,8,1,1/2,-90单元材料性质,1,25,3150000000,656000000,0,0,-1内力计算杆端内力值(乘子=1)--------------------------------------------------------------------------------------------杆端1杆端2----------------------------------------------------------------------------------单元码轴力剪力弯矩轴力剪力弯矩--------------------------------------------------------------------------------------------10.00000000-0.000000000.000000000.00000000-0.00000000-0.0000000022.500000000.00000000-0.000000002.500000000.000000000.0000000034.00000000-0.00000000-0.000000004.00000000-0.00000000-0.0000000044.000000000.00000000-0.000000004.000000000.000000000.0000000052.50000000-0.000000000.000000002.50000000-0.000000000.000000006-0.000000000.00000000-0.00000000-0.000000000.000000000.000000007-3.000000000.000000000.00000000-3.000000000.000000000.000000008-2.50000000-0.000000000.00000000-2.50000000-0.00000000-0.000000009-4.000000000.00000000-0.00000000-4.000000000.000000000.0000000010-4.500000000.00000000-0.00000000-4.500000000.000000000.0000000011-4.500000000.00000000-0.00000000-4.500000000.000000000.0000000012-4.000000000.00000000-0.00000000-4.000000000.000000000.0000000013-2.500000000.000000000.00000000-2.500000000.00000000-0.0000000014-3.000000000.00000000-0.00000000-3.000000000.000000000.00000000153.535533910.000000000.000000003.535533910.00000000-0.0000000016-2.500000000.00000000-0.00000000-2.500000000.000000000.00000000172.121320340.00000000-0.000000002.121320340.000000000.0000000018-1.500000000.00000000-0.00000000-1.500000000.000000000.00000000190.707106780.000000000.000000000.707106780.000000000.0000000020-1.000000000.00000000-0.00000000-1.000000000.000000000.00000000210.707106780.00000000-0.000000000.707106780.000000000.0000000022-1.500000000.00000000-0.00000000-1.500000000.000000000.00000000232.121320340.00000000-0.000000002.121320340.000000000.0000000024-2.50000000-0.000000000.00000000-2.50000000-0.00000000-0.00000000253.53553391-0.000000000.000000003.53553391-0.000000000.00000000-----------------------------------------------------------------------------------------------轴力图1.1.b刚结结点,1,0,0结点,2,1,0结点,3,2,0结点,4,3,0结点,5,4,0结点,6,5,0结点,7,6,0结点,8,6,1结点,9,5,1结点,10,4,1结点,11,3,1结点,12,2,1结点,13,1,1结点,14,0,1单元,1,2,1,1,1,1,1,1单元,2,3,1,1,1,1,1,1单元,3,4,1,1,1,1,1,1单元,4,5,1,1,1,1,1,1单元,5,6,1,1,1,1,1,1单元,6,7,1,1,1,1,1,1单元,7,8,1,1,1,1,1,1单元,8,9,1,1,1,1,1,1单元,9,10,1,1,1,1,1,1单元,10,11,1,1,1,1,1,1单元,11,12,1,1,1,1,1,1单元,12,13,1,1,1,1,1,1单元,13,14,1,1,1,1,1,1单元,14,1,1,1,1,1,1,1单元,2,14,1,1,1,1,1,1单元,2,13,1,1,1,1,1,1单元,3,13,1,1,1,1,1,1单元,3,12,1,1,1,1,1,1单元,4,12,1,1,1,1,1,1单元,4,11,1,1,1,1,1,1单元,4,10,1,1,1,1,1,1单元,5,10,1,1,1,1,1,1单元,5,9,1,1,1,1,1,1单元,6,9,1,1,1,1,1,1单元,6,8,1,1,1,1,1,1结点支承,1,3,0,0,0结点支承,7,1,0,0结点荷载,14,1,1/2,-90结点荷载,13,1,1,-90结点荷载,12,1,1,-90结点荷载,11,1,1,-90结点荷载,10,1,1,-90结点荷载,9,1,1,-90结点荷载,8,1,1/2,-90单元材料性质,1,25,3150000000,656000000,0,0,-1内力计算杆端内力值(乘子=1)--------------------------------------------------------------------------------------------杆端1杆端2----------------------------------------------------------------------------------单元码轴力剪力弯矩轴力剪力弯矩--------------------------------------------------------------------------------------------10.586406281.53126532-0.475236940.586406281.531265321.0560283821.462234270.532122410.402189941.462234270.532122410.9343123531.992419080.082290280.872578411.992419080.082290280.9548686941.99241908-0.082290280.954868691.99241908-0.082290280.8725784151.46223427-0.532122410.934312351.46223427-0.532122410.4021899460.58640628-1.531265321.056028380.58640628-1.53126532-0.475236947-1.468734680.58640628-0.47523694-1.468734680.586406280.111169348-0.72186135-1.312860270.42758312-0.72186135-1.31286027-0.885277169-1.59826122-1.10300685-0.11266860-1.59826122-1.10300685-1.2156754510-1.95792135-0.41568468-0.58947523-1.95792135-0.41568468-1.0051599111-1.957921350.41568468-1.00515991-1.957921350.41568468-0.5894752312-1.598261221.10300685-1.21567545-1.598261221.10300685-0.1126686013-0.721861351.31286027-0.88527716-0.721861351.312860270.4275831214-1.46873468-0.586406280.11116934-1.46873468-0.58640628-0.4752369415-0.14755234-0.339114740.16316688-0.14755234-0.33911474-0.3164137816-0.65501732-0.740372920.49067156-0.65501732-0.74037292-0.24970136170.00063477-0.19173640-0.251750980.00063477-0.19173640-0.5229071918-0.31470287-0.394157860.31348491-0.31470287-0.39415786-0.0806729519-0.022961660.02582550-0.58205004-0.022961660.02582550-0.5455272820-0.168630630.00000000-0.00000000-0.168630630.000000000.0000000021-0.02296166-0.025825500.58205004-0.02296166-0.025825500.5455272822-0.314702870.39415786-0.31348491-0.314702870.394157860.08067295230.000634770.191736400.251750980.000634770.191736400.5229071924-0.655017320.74037292-0.49067156-0.655017320.740372920.2497013625-0.147552340.33911474-0.16316688-0.147552340.339114740.31641378--------------------------------------------------------------------------------------------轴力图剪力图弯矩图1.1c铰结结点,1,0,0结点,2,1,0结点,3,2,0结点,4,3,0结点,5,4,0结点,6,5,0结点,7,6,0结点,8,6,2结点,9,5,2结点,10,4,2结点,11,3,2结点,12,2,2结点,13,1,2结点,14,0,2单元,1,2,1,1,0,1,1,0单元,2,3,1,1,0,1,1,0单元,3,4,1,1,0,1,1,0单元,4,5,1,1,0,1,1,0单元,5,6,1,1,0,1,1,0单元,6,7,1,1,0,1,1,0单元,7,8,1,1,0,1,1,0单元,8,9,1,1,0,1,1,0单元,9,10,1,1,0,1,1,0单元,10,11,1,1,0,1,1,0单元,11,12,1,1,0,1,1,0单元,12,13,1,1,0,1,1,0单元,13,14,1,1,0,1,1,0单元,14,1,1,1,0,1,1,0单元,2,14,1,1,0,1,1,0单元,2,13,1,1,0,1,1,0单元,3,13,1,1,0,1,1,0单元,3,12,1,1,0,1,1,0单元,4,12,1,1,0,1,1,0单元,4,11,1,1,0,1,1,0单元,4,10,1,1,0,1,1,0单元,5,10,1,1,0,1,1,0单元,5,9,1,1,0,1,1,0单元,6,9,1,1,0,1,1,0单元,6,8,1,1,0,1,1,0结点支承,1,3,0,0,0结点支承,7,1,0,0结点荷载,14,1,1/2,-90结点荷载,13,1,1,-90结点荷载,12,1,1,-90结点荷载,11,1,1,-90结点荷载,10,1,1,-90结点荷载,9,1,1,-90结点荷载,8,1,1/2,-90单元材料性质,1,25,3150000000,656000000,0,0,-1内力计算杆端内力值(乘子=1)--------------------------------------------------------------------------------------------杆端1杆端2----------------------------------------------------------------------------------单元码轴力剪力弯矩轴力剪力弯矩--------------------------------------------------------------------------------------------10.00000000-0.000000000.000000000.00000000-0.00000000-0.0000000021.25000000-0.000000000.000000001.25000000-0.000000000.0000000032.000000000.00000000-0.000000002.000000000.000000000.0000000042.00000000-0.000000000.000000002.00000000-0.00000000-0.0000000051.250000000.00000000-0.000000001.250000000.000000000.0000000060.00000000-0.000000000.000000000.00000000-0.00000000-0.000000007-3.000000000.000000000.00000000-3.000000000.000000000.000000008-1.25000000-0.000000000.00000000-1.25000000-0.00000000-0.000000009-2.00000000-0.000000000.00000000-2.00000000-0.00000000-0.0000000010-2.25000000-0.000000000.00000000-2.25000000-0.000000000.0000000011-2.250000000.00000000-0.00000000-2.250000000.000000000.0000000012-2.000000000.000000000.00000000-2.000000000.000000000.0000000013-1.250000000.000000000.00000000-1.250000000.00000000-0.0000000014-3.000000000.000000000.00000000-3.000000000.00000000-0.00000000152.795084970.00000000-0.000000002.795084970.000000000.0000000016-2.500000000.00000000-0.00000000-2.500000000.000000000.00000000171.677050980.000000000.000000001.677050980.000000000.0000000018-1.50000000-0.000000000.00000000-1.50000000-0.00000000-0.00000000190.559016990.00000000-0.000000000.559016990.000000000.0000000020-1.00000000-0.00000000-0.00000000-1.00000000-0.00000000-0.00000000210.55901699-0.00000000-0.000000000.55901699-0.000000000.0000000022-1.50000000-0.000000000.00000000-1.50000000-0.00000000-0.00000000231.67705098-0.000000000.000000001.67705098-0.00000000-0.0000000024-2.500000000.000000000.00000000-2.500000000.00000000-0.00000000252.795084970.00000000-0.000000002.795084970.000000000.00000000轴力图（2）、三角桁架1.2a铰结：结点,1,0,0结点,2,1,0结点,3,2,0结点,4,3,0结点,5,4,0结点,6,5,0结点,7,6,0结点,8,1,1/3结点,9,2,2/3结点,10,3,1结点,11,4,2/3结点,12,5,1/3单元,1,2,1,1,0,1,1,0单元,2,3,1,1,0,1,1,0单元,3,4,1,1,0,1,1,0单元,4,5,1,1,0,1,1,0单元,5,6,1,1,0,1,1,0单元,6,7,1,1,0,1,1,0单元,8,9,1,1,0,1,1,0单元,9,10,1,1,0,1,1,0单元,10,11,1,1,0,1,1,0单元,11,12,1,1,0,1,1,0单元,12,7,1,1,0,1,1,0单元,1,8,1,1,0,1,1,0单元,2,8,1,1,0,1,1,0单元,3,9,1,1,0,1,1,0单元,4,10,1,1,0,1,1,0单元,5,11,1,1,0,1,1,0单元,6,12,1,1,0,1,1,0单元,4,11,1,1,0,1,1,0单元,5,12,1,1,0,1,1,0单元,4,9,1,1,0,1,1,0单元,3,8,1,1,0,1,1,0结点支承,1,3,0,0,0结点支承,7,1,0,0结点荷载,1,1,1/2,-90结点荷载,8,1,1,-90结点荷载,9,1,1,-90结点荷载,10,1,1,-90结点荷载,11,1,1,-90结点荷载,12,1,1,-90结点荷载,7,1,1/2,-90单元材料性质,1,21,3150000000,656000000,0,0,-1内力计算杆端内力值(乘子=1)--------------------------------------------------------------------------------------------杆端1杆端2----------------------------------------------------------------------------------单元码轴力剪力弯矩轴力剪力弯矩--------------------------------------------------------------------------------------------17.500000000.000000000.000000007.500000000.000000000.0000000027.50000000-0.000000000.000000007.50000000-0.00000000-0.0000000036.00000000-0.000000000.000000006.00000000-0.00000000-0.000000007-7.90569415-0.000000000.00000000-7.90569415-0.00000000-0.000000008-6.324555320.00000000-0.00000000-6.324555320.000000000.0000000012-7.905694150.000000000.00000000-7.905694150.000000000.00000000130.000000000.00000000-0.000000000.000000000.000000000.00000000140.500000000.00000000-0.000000000.500000000.000000000.00000000152.00000000-0.000000000.000000002.00000000-0.00000000-0.0000000020-1.80277564-0.000000000.00000000-1.80277564-0.00000000-0.0000000021-1.58113883-0.000000000.00000000-1.58113883-0.00000000-0.00000000--------------------------------------------------------------------------------------------轴力图b刚结结点,1,0,0结点,2,1,0结点,3,2,0结点,4,3,0结点,5,4,0结点,6,5,0结点,7,6,0结点,8,1,1/3结点,9,2,2/3结点,10,3,1结点,11,4,2/3结点,12,5,1/3单元,1,2,1,1,1,1,1,1单元,2,3,1,1,1,1,1,1单元,3,4,1,1,1,1,1,1单元,4,5,1,1,1,1,1,1单元,5,6,1,1,1,1,1,1单元,6,7,1,1,1,1,1,1单元,8,9,1,1,1,1,1,1单元,9,10,1,1,1,1,1,1单元,10,11,1,1,1,1,1,1单元,11,12,1,1,1,1,1,1单元,12,7,1,1,1,1,1,1单元,1,8,1,1,1,1,1,1单元,2,8,1,1,1,1,1,1单元,3,9,1,1,1,1,1,1单元,4,10,1,1,1,1,1,1单元,5,11,1,1,1,1,1,1单元,6,12,1,1,1,1,1,1单元,4,11,1,1,1,1,1,1单元,5,12,1,1,1,1,1,1单元,4,9,1,1,1,1,1,1单元,3,8,1,1,1,1,1,1结点支承,1,3,0,0,0结点支承,7,1,0,0结点荷载,1,1,1/2,-90结点荷载,8,1,1,-90结点荷载,9,1,1,-90结点荷载,10,1,1,-90结点荷载,11,1,1,-90结点荷载,12,1,1,-90结点荷载,7,1,1/2,-90单元材料性质,1,21,3150000000,656000000,0,0,-1内力计算杆端内力值(乘子=1)-------------------------------------------------------------------------------------------杆端1杆端2----------------------------------------------------------------------------------单元码轴力剪力弯矩轴力剪力弯矩--------------------------------------------------------------------------------------------10.114708961.005452910.096118310.114708961.005452911.1015712220.933452380.273537570.762971540.933452380.273537571.0365091131.84437627-0.144753621.189078631.84437627-0.144753621.044325017-1.500500920.819242330.58511577-1.500500920.819242331.448673018-1.92987917-0.259906460.96913027-1.92987917-0.259906460.6951648112-0.581439761.38157771-0.09611831-0.581439761.381577711.3601924613-0.73191534-0.818743420.33859968-0.73191534-0.818743420.0656852114-0.39305205-0.679943280.58595970-0.39305205-0.679943280213020090.19575604-0.847476410.213020090.19575604-0.61220693210.21114613-0.09698644-0.738529220.21114613-0.09698644-0.84076190-------------------------------------------------------------------------------------------轴力图剪力图弯矩图1.2c铰结结点,1,0,0结点,2,1,0结点,3,2,0结点,4,3,0结点,5,4,0结点,6,5,0结点,7,6,0结点,8,1,2/3结点,9,2,4/3结点,10,3,2结点,11,4,4/3结点,12,5,2/3单元,1,2,1,1,0,1,1,0单元,2,3,1,1,0,1,1,0单元,3,4,1,1,0,1,1,0单元,4,5,1,1,0,1,1,0单元,5,6,1,1,0,1,1,0单元,6,7,1,1,0,1,1,0单元,8,9,1,1,0,1,1,0单元,9,10,1,1,0,1,1,0单元,10,11,1,1,0,1,1,0单元,11,12,1,1,0,1,1,0单元,12,7,1,1,0,1,1,0单元,1,8,1,1,0,1,1,0单元,2,8,1,1,0,1,1,0单元,3,9,1,1,0,1,1,0单元,4,10,1,1,0,1,1,0单元,5,11,1,1,0,1,1,0单元,6,12,1,1,0,1,1,0单元,4,11,1,1,0,1,1,0单元,5,12,1,1,0,1,1,0单元,4,9,1,1,0,1,1,0单元,3,8,1,1,0,1,1,0结点支承,1,3,0,0,0结点支承,7,1,0,0结点荷载,1,1,1/2,-90结点荷载,8,1,1,-90结点荷载,9,1,1,-90结点荷载,10,1,1,-90结点荷载,11,1,1,-90结点荷载,12,1,1,-90结点荷载,7,1,1/2,-90单元材料性质,1,21,3150000000,656000000,0,0,-1内力计算杆端内力值(乘子=1)--------------------------------------------------------------------------------------------杆端1杆端2----------------------------------------------------------------------------------单元码轴力剪力弯矩轴力剪力弯矩--------------------------------------------------------------------------------------------13.75000000-0.000000000.000000003.75000000-0.00000000-0.0000000023.75000000-0.000000000.000000003.75000000-0.00000000-0.0000000033.000000000.000000000.000000003.000000000.000000000.000000007-3.60555128-0.000000000.00000000-3.60555128-0.000000000.000000008-2.70416346-0.000000000.00000000-2.70416346-0.00000000-0.0000000012-4.50693909-0.000000000.00000000-4.50693909-0.00000000-0.0000000013-0.00000000-0.000000000.00000000-0.00000000-0.00000000-0.00000000140.50000000-0.000000000.000000000.50000000-0.00000000-0.00000000152.00000000-0.000000000.000000002.00000000-0.00000000-0.0000000020-1.250000000.000000000.00000000-1.250000000.000000000.0000000021-0.90138782-0.000000000.00000000-0.90138782-0.00000000-0.00000000轴力图（3）、抛物线桁架1.3a铰结：结点,1,0,0结点,2,1,0结点,3,2,0结点,4,3,0结点,5,4,0结点,6,5,0结点,7,6,0结点,8,3,1结点,9,3.5,0.9722结点,10,2.5,0.9722结点,11,2,0.889结点,12,4,0.889结点,13,1.5,0.75结点,14,4.5,0.75结点,15,1,0.556结点,16,5,0.556结点,17,0.5,0.3069结点,18,5.5,0.3069单元,1,2,1,1,0,1,1,0单元,2,3,1,1,0,1,1,0单元,3,4,1,1,0,1,1,0单元,4,5,1,1,0,1,1,0单元,5,6,1,1,0,1,1,0单元,6,7,1,1,0,1,1,0单元,10,8,1,1,1,1,1,0单元,8,9,1,1,0,1,1,1单元,9,12,1,1,1,1,1,0单元,10,11,1,1,1,1,1,0单元,11,13,1,1,0,1,1,1单元,13,15,1,1,1,1,1,0单元,15,17,1,1,0,1,1,1单元,17,1,1,1,1,1,1,0单元,12,14,1,1,0,1,1,1单元,14,16,1,1,1,1,1,0单元,16,18,1,1,0,1,1,1单元,18,7,1,1,1,1,1,0单元,2,15,1,1,0,1,1,0单元,15,3,1,1,0,1,1,0单元,3,11,1,1,0,1,1,0单元,11,4,1,1,0,1,1,0单元,4,8,1,1,0,1,1,0单元,4,12,1,1,0,1,1,0单元,12,5,1,1,0,1,1,0单元,5,16,1,1,0,1,1,0单元,16,6,1,1,0,1,1,0结点支承,1,3,0,0,0结点支承,7,1,0,0结点荷载,1,1,1/2,-90结点荷载,15,1,1,-90结点荷载,11,1,1,-90结点荷载,8,1,1,-90结点荷载,12,1,1,-90结点荷载,16,1,1,-90结点荷载,7,1,1/2,-90单元材料性质,1,27,3150000000,656000000,0,0,-1内力计算杆端内力值(乘子=1)--------------------------------------------------------------------------------------------杆端1杆端2----------------------------------------------------------------------------------单元码轴力剪力弯矩轴力剪力弯矩--------------------------------------------------------------------------------------------14.500000000.00000000-0.000000004.500000000.00000000-0.0000000024.500000000.00000000-0.000000004.500000000.000000000.0000000034.50000000-0.000000000.000000004.50000000-0.00000000-0.000000007-5.13810656-0.316007850.00000000-5.13810656-0.31600785-0.093749008-5.14668240-0.10798260-0.09374900-5.14668240-0.10798260-0.125002009-5.146627780.11055525-0.12500200-5.146627780.11055525-0.0937500010-5.136634670.33909324-0.09375000-5.136634670.33909324-0.0000000011-4.74341649-0.000000000.00000000-4.74341649-0.00000000-0.0000000012-4.527692570.00000000-0.00000000-4.527692570.000000000.0000000013-4.52769257-0.000000000.00000000-4.52769257-0.000000000.0000000014-4.743416490.00000000-0.00000000-4.743416490.000000000.0000000015-5.13663467-0.339093240.00000000-5.13663467-0.33909324-0.0937500016-5.14662778-0.11055525-0.09375000-5.14662778-0.11055525-0.1250020017-5.146682400.10798260-0.12500200-5.146682400.10798260-0.0937490018-5.138106560.31600785-0.09374900-5.138106560.31600785-0.00000000190.000000000.00000000-0.000000000.000000000.000000000.0000000020-0.00000000-0.000000000.00000000-0.00000000-0.00000000-0.0000000021-0.00000000-0.000000000.00000000-0.00000000-0.00000000-0.0000000022-0.00000000-0.000000000.00000000-0.00000000-0.00000000-0.0000000023-0.00000000-0.000000000.00000000-0.00000000-0.00000000-0.00000000轴力图1.3.b刚结结点,1,0,0结点,2,1,0结点,3,2,0结点,4,3,0结点,5,4,0结点,6,5,0结点,7,6,0结点,8,3,1结点,9,3.5,0.9722结点,10,2.5,0.9722结点,11,2,0.889结点,12,4,0.889结点,13,1.5,0.75结点,14,4.5,0.75结点,15,1,0.556结点,16,5,0.556结点,17,0.5,0.3069结点,18,5.5,0.3069单元,1,2,1,1,1,1,1,1单元,2,3,1,1,1,1,1,1单元,3,4,1,1,1,1,1,1单元,4,5,1,1,1,1,1,1单元,5,6,1,1,1,1,1,1单元,6,7,1,1,1,1,1,1单元,10,8,1,1,1,1,1,1单元,8,9,1,1,1,1,1,1单元,9,12,1,1,1,1,1,1单元,10,11,1,1,1,1,1,1单元,11,13,1,1,1,1,1,1单元,13,15,1,1,1,1,1,1单元,15,17,1,1,1,1,1,1单元,17,1,1,1,1,1,1,1单元,12,14,1,1,1,1,1,1单元,14,16,1,1,1,1,1,1单元,16,18,1,1,1,1,1,1单元,18,7,1,1,1,1,1,1单元,2,15,1,1,1,1,1,1单元,15,3,1,1,1,1,1,1单元,3,11,1,1,1,1,1,1单元,11,4,1,1,1,1,1,1单元,4,8,1,1,1,1,1,1单元,4,12,1,1,1,1,1,1单元,12,5,1,1,1,1,1,1单元,5,16,1,1,1,1,1,1单元,16,6,1,1,1,1,1,1结点支承,1,3,0,0,0结点支承,7,1,0,0结点荷载,1,1,1/2,-90结点荷载,15,1,1,-90结点荷载,11,1,1,-90结点荷载,8,1,1,-90结点荷载,12,1,1,-90结点荷载,16,1,1,-90结点荷载,7,1,1/2,-90单元材料性质,1,27,3150000000,656000000,0,0,-1内力计算杆端内力值(乘子=1)--------------------------------------------------------------------------------------------杆端1杆端2----------------------------------------------------------------------------------单元码轴力剪力弯矩轴力剪力弯矩--------------------------------------------------------------------------------------------10.262759831.057298420.039117240.262759831.057298421.0964156621.234192740.355456890.616852981.234192740.355456890.9723098631.97582222-0.054586181.025445061.97582222-0.054586180.970858887-1.962326460.314051800.75800975-1.962326460.314051800.915278188-1.96232646-0.314051800.91527818-1.96232646-0.314051800.758009759-1.98487878-0.098030190.75800975-1.98487878-0.098030190.7083207010-1.984878780.09803019-0.75800975-1.984878780.09803019-0.7083207011-1.740297490.73960353-1.20558119-1.740297490.73960353-0.8217554612-1.804858040.56403564-0.82175546-1.804858040.56403564-0.5192535213-0.878524221.17414895-1.25748987-0.878524221.17414895-0.6015925614-0.978642321.09210337-0.60159256-0.978642321.092103370.0391172415-1.74029749-0.739603531.20558119-1.74029749-0.739603530.8217554616-1.80485804-0.564035640.82175546-1.80485804-0.564035640.5192535217-0.87852422-1.174148951.25748987-0.87852422-1.174148950.6015925618-0.97864232-1.092103370.60159256-0.97864232-1.09210337-0.0391172419-0.70184154-0.971432910.47956268-0.70184154-0.97143291-0.06055401200.19702137-0.148632470.677682340.19702137-0.148632470.5076208121-0.37587994-0.497207890.45448561-0.37587994-0.497207890.01246780220.062378550.121274420.509728280.062378550.121274420.6719969523-0.15499080-0.000000000.00000000-0.15499080-0.00000000-0.00000000--------------------------------------------------------------------------------------------轴力图剪力图弯矩图c铰结结点,1,0,0结点,2,1,0结点,3,2,0结点,4,3,0结点,5,4,0结点,6,5,0结点,7,6,0结点,8,3,2结点,9,3.5,1.9444结点,10,2.5,1.9444结点,11,2,1.778结点,12,4,1.778结点,13,1.5,1.5结点,14,4.5,1.5结点,15,1,1.112结点,16,5,1.112结点,17,0.5,0.6138结点,18,5.5,0.6138单元,1,2,1,1,0,1,1,0单元,2,3,1,1,0,1,1,0单元,3,4,1,1,0,1,1,0单元,4,5,1,1,0,1,1,0单元,5,6,1,1,0,1,1,0单元,6,7,1,1,0,1,1,0单元,10,8,1,1,1,1,1,0单元,8,9,1,1,0,1,1,1单元,9,12,1,1,1,1,1,0单元,10,11,1,1,1,1,1,0单元,11,13,1,1,0,1,1,1单元,13,15,1,1,1,1,1,0单元,15,17,1,1,0,1,1,1单元,17,1,1,1,1,1,1,0单元,12,14,1,1,0,1,1,1单元,14,16,1,1,1,1,1,0单元,16,18,1,1,0,1,1,1单元,18,7,1,1,1,1,1,0单元,2,15,1,1,0,1,1,0单元,15,3,1,1,0,1,1,0单元,3,11,1,1,0,1,1,0单元,11,4,1,1,0,1,1,0单元,4,8,1,1,0,1,1,0单元,4,12,1,1,0,1,1,0单元,12,5,1,1,0,1,1,0单元,5,16,1,1,0,1,1,0单元,16,6,1,1,0,1,1,0结点支承,1,3,0,0,0结点支承,7,1,0,0结点荷载,1,1,1/2,-90结点荷载,15,1,1,-90结点荷载,11,1,1,-90结点荷载,8,1,1,-90结点荷载,12,1,1,-90结点荷载,16,1,1,-90结点荷载,7,1,1/2,-90单元材料性质,1,27,3150000000,656000000,0,0,-1内力计算杆端内力值(乘子=1)--------------------------------------------------------------------------------------------杆端1杆端2----------------------------------------------------------------------------------单元码轴力剪力弯矩轴力剪力弯矩--------------------------------------------------------------------------------------------12.248201440.00000000-0.000000002.248201440.000000000.0000000022.248201440.00000000-0.000000002.248201440.000000000.0000000032.24971879-0.000000000.000000002.24971879-0.00000000-0.000000007-2.291420710.24777280-0.12465000-2.291420710.247772800.000000008-2.29142071-0.24777280-0.00000000-2.29142071-0.24777280-0.124650009-2.292607010.23654457-0.12465000-2.292607010.23654457-0.0000000010-2.29260701-0.236544570.12465000-2.29260701-0.23654457-0.0000000011-2.694326620.216286060.00000000-2.694326620.216286060.1237345312-2.69591394-0.195508570.12373453-2.69591394-0.19550857-0.0000000013-3.357158910.184102540.00000000-3.357158910.184102540.1299460414-3.35819410-0.164140490.12994604-3.35819410-0.16414049-0.0000000015-2.69432662-0.216286060.00000000-2.69432662-0.21628606-0.1237345316-2.695913940.19550857-0.12373453-2.695913940.19550857-0.0000000017-3.35715891-0.184102540.00000000-3.35715891-0.18410254-0.1299460418-3.358194100.16414049-0.12994604-3.358194100.164140490.00000000190.000000000.00000000-0.000000000.000000000.000000000.00000000200.002269200.00000000-0.000