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1、 结构力学课程设计报告院 系： 城市建设学院 目 录一、 封面1二、 目录2三、 结构力学课程设计练习题31、 第一小题32、 第二小题43、 第三小题64、 第四小题75、 第五小题106、 第六小题137、 第七小题158、 第八小题17四、 结构力学课程设计心得体会18结构力学课程设计练习题第一题 / 文档可自由编辑打印结点,1,0_m,0_m结点,2,8_m,0_m结点,3,16_m,0_m结点,4,24_m,0_m结点,5,32_m,0_m结点,6,40_m,0_m结点支承,1,6,-90,0,0,0单元,1,2,1,1,1,1,1,1单元,2,3,1,1,1,1,1,1单元,3,4
2、,1,1,1,1,1,1单元,4,5,1,1,1,1,1,1单元,5,6,1,1,1,1,1,0结点支承,2,1,0,0结点支承,3,1,0,0结点支承,4,1,0,0结点支承,5,1,0,0结点支承,6,1,0,0单元荷载,1,3,17_kN/m,0,1,90单元荷载,2,1,40_kN,1/2,90单元荷载,4,1,20_kN,1/2,90文本,3,4.7,q=17kN/m,0,0,9.6文本,12.7832,4.5248,P1=40(kN),0,0,9.6文本,28.8992,4.6136,P2=20(kN),0,0,9.6结点荷载,3,-2,100_kN*m文本,18.6275,1.7
3、730,M=100kNm,0,0,9.6尺寸线,1,0.2,0.1,7.8,1.0,0.5,0,-5.50,L=8m,8.00,-5.50尺寸线,1,0.2,0.1,7.8,1.0,0.5,32,-5.50,L=8m,40,-5.50尺寸线,1,0.2,0.1,7.8,1.0,0.5,16,-5.5,L=8m,24.,-5.5尺寸线,1,0.2,0.1,7.8,1.0,0.5,16,-5.5,L=8m,24.,-5.5尺寸线,1,0.2,0.1,7.8,1.0,0.5,8,-5.5,L=8m,16.0,-5.5尺寸线,1,0.2,0.1,7.8,1.0,0.5,24,-5.5,L=8m,32,
4、-5.50单元材料性质,1,5,-1,20000_kN*m2,0,0,-1第1题弯矩图： 第二题结点,1,0,0结点,2,9,0结点,3,18,0结点生成,1,3,1,3,1,0,5.4结点生成,1,3,4,6,1,0,4.2结点生成,1,3,7,9,1,0,4.2结点生成,1,3,10,12,1,0,4.2单元,1,4,1,1,1,1,1,1单元,4,5,1,1,1,1,1,1单元,5,6,1,1,1,1,1,1单元,6,3,1,1,1,1,1,1单元,7,4,1,1,1,1,1,1单元,8,5,1,1,1,1,1,1单元,9,6,1,1,1,1,1,1单元,10,7,1,1,1,1,1,1
5、单元,11,8,1,1,1,1,1,1单元,12,9,1,1,1,1,1,1单元,13,10,1,1,1,1,1,1单元,14,11,1,1,1,1,1,1单元,15,12,1,1,1,1,1,1单元,14,13,1,1,1,1,1,1单元,15,14,1,1,1,1,1,1单元,11,10,1,1,1,1,1,1单元,12,11,1,1,1,1,1,1单元,7,8,1,1,1,1,1,1单元,8,9,1,1,1,1,1,1单元,2,5,1,1,1,1,1,1结点支承,1,6,0,0,0,0结点支承,2,6,0,0,0,0结点支承,3,6,0,0,0,0单元荷载2,14,15,3,23.333
6、_kN/m,0,1,-90单元荷载2,16,17,3,22.5_kN/m,0,1,-90单元荷载2,18,19,3,22.5_kN/m,0,1,90单元荷载,2,5,0_kN/m,22.5_kN/m,0,1/3,90单元荷载,2,3,22.5_kN/m,1/3,2/3,90单元荷载,2,5,22.5_kN/m,0_kN/m,2/3,1,90单元荷载,3,5,0_kN/m,22.5_kN/m,0,1/3,90单元荷载,3,3,22.5_kN/m,1/3,2/3,90单元荷载,3,5,22.5_kN/m,0_kN/m,2/3,1,90单元材料性质,1,20,4000000_kN,16000_kN*
7、m2,0,0,-1单元荷载,14,1,112_kN,2/3,-90结点荷载,13,1,52_kN,0结点荷载,10,1,62_kN,0结点荷载,7,1,62_kN,0结点荷载,4,1,62_kN,0尺寸线,1,0.2,0.1,7.8,1.0,0.5,0,-2.0383,9m,9,-2.0383尺寸线,1,0.2,0.1,7.8,1.0,0.5,0,-2.0383,9m,9,-2.0383尺寸线,1,0.2,0.1,7.8,1.0,0.5,0,-2.0383,9m,9,-2.0383尺寸线,1,0.2,0.1,7.8,1.0,0.5,9,-2.0636,9m,18,-2.0636尺寸线,1,0.
8、2,0.1,7.8,1.0,0.5,20.1298,0,5.4m,20.1298,5.4尺寸线,1,0.2,0.1,7.8,1.0,0.5,20.1298,5.4,4.2m,20.1298,9.4尺寸线,1,0.2,0.1,7.8,1.0,0.5,20.1298,9.5956,4.2m,20.1298,13.9618尺寸线,1,0.2,0.1,7.8,1.0,0.5,20.1298,13.8,4.2m,20.1298,18文本,3.8216,21.9796,F=112kN,0,0,9.6文本,-5,19.8,P1=52kN,0,0,9.6文本,-5,15.6,P2=62kN,0,0,9.6文本
9、,-5,7,P4=62kN,0,0,9.6文本,-5,11.2,P3=62kN,0,0,9.6文本,13.7703,21.8999,Q1,0,0,9.6文本,13.7703,16.7466,Q2,0,0,9.6文本,13.7703,12.2869,Q3,0,0,9.6文本,13.7703.,7.8273,Q4,0,0,9.6尺寸线,1,0.2,0.1,7.8,1.0,0.5,9,2.8171, ,12,2.8171尺寸线,1,0.2,0.1,7.8,1.0,0.5,9,2.8171, ,12,2.8171尺寸线,1,0.2,0.1,7.8,1.0,0.5,12,2.9163, ,15,2.81
10、71尺寸线,1,0.2,0.1,7.8,1.0,0.5,15,2.8171, ,18,2.8171文本,2.5,1.9,5+y/3(m),0,0,9.6文本,11.5,1.9,5+y/3(m),0,0,9.6尺寸线,1,0.2,0.1,7.8,1.0,0.5,-0.0,2.8171, ,3.0,2.8171尺寸线,1,0.2,0.1,7.8,1.0,0.5,-0.0,2.8171, ,3.0,2.8171尺寸线,1,0.2,0.1,7.8,1.0,0.5,3,3.0155, ,6,2.7179尺寸线,1,0.2,0.1,7.8,1.0,0.5,6,2.8171, ,9,2.8171第2题弯矩图
11、第三题 结点,1,0_m,0_m结点,2,8_m,0_m结点,3,0_m,6_m结点,4,8_m,6_m结点,5,0_m,12_m单元,1,3,1,1,1,1,1,1单元,3,4,1,1,1,1,1,1单元,4,2,1,1,1,1,1,1单元,5,3,1,1,1,1,1,1结点支承,5,6,180,0,0,0结点支承,1,6,0,0,0,0结点支承,2,6,0,0,0,0结点支承,4,1,90,0单元荷载,2,3,13_kN/m,0,1,90单元荷载,1,3,20_kN/m,0,1,90单元荷载,2,-2,22_kN*m,0单元荷载,4,-1,15_kN,1/2,-90尺寸线,1,0.2,0.
12、1,7.8,1.0,0.5,0,-1.2860,4m,4,-1.2860尺寸线,1,0.2,0.1,7.8,1.0,0.5,0,-1.2860,4m,4,-1.2860尺寸线,1,0.2,0.1,7.8,1.0,0.5,0,-1.2860,4m,4,-1.2860尺寸线,1,0.2,0.1,7.8,1.0,0.5,4,-1.1878,4m,8,-1.1443尺寸线,1,0.2,0.1,7.8,1.0,0.5,-1.7291,-0.0,6m,-1.7291,6.0尺寸线,1,0.2,0.1,7.8,1.0,0.5,-1.7659,6,3m,-1.7658,9尺寸线,1,0.2,0.1,7.8,1
13、.0,0.5,-1.7659,6,3m,-1.7658,9尺寸线,1,0.2,0.1,7.8,1.0,0.5,-1.7659,6,3m,-1.7658,9尺寸线,1,0.2,0.1,7.8,1.0,0.5,-1.7843,9.0,3m,-1.7843,12文本,0.3849,8.0,22kNm,0,0,9.6文本,5.9,7.8140,13kN/m,0,0,9.6文本,-3.5,9.3,15kN,0,0,9.6文本,-4.5,3.5202,20kN/m,0,0,9.6单元材料性质,1,4,1000,10000,0,0,-1第3题轴力图： 剪力图： 弯矩图：第四题结点,1,0_m,0_m结点,2,5_m,0_m结点,3,9_m,0_m结点,4,14_m,0_m结点,5,19_m,0_m结点,6,24_m,0_m结点,7,29_m,0_m结点,8,33_m,0_m结点,9,38_m,0_m单元,1,2,1,1,0,1,1,1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
