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1、结构力学上机实验报告专业2010级交通土建班级1班学号1001110110姓名黄健2012年12月10日一、用求解器进行平面体系几何构造分析报告中应包括以下内容：命令文档CP.2-10分析图示体系的几何构造。问题标题,PROB.2-10(a)结点,1,0,0结点,2,1.1,0结点,3,2.2,0结点,4,.4,.5结点,5,1.1,.5结点,6,1.8,.5结点,7,0,1结点,8,.8,1结点,9,1.4,1结点,10,2.2,1单元,1,2,1,1,0,1,1,0单元,2,3,1,1,0,1,1,0单元,1,7,1,1,0,1,1,0单
2、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,10,3,1,1,0,1,1,0单元,1,4,1,1,0,1,1,0单元,4,8,1,1,0,1,1,0单元,4,7,1,1,0,1,1,0单元,2,5,1,1,0,1,1,0单元,5,8,1,1,0,1,1,0单元,5,9,1,1,0,1,1,0单元,9,6,1,1,0,1,1,0单元,6,3,1,1,0,1,1,0单元,6,10,1,1,0,1,1,0结点支承,1,2,-90,0,0结点支承,3,1,0,0结点支承,7,1,-
3、90,0END问题标题,PROB.2-10(b)结点,1,0,0结点,2,0,1结点,3,0,2结点,4,1,2结点,6,3,2结点,5,2,2结点,7,3,1结点,8,3,0结点,9,1,1.5结点,10,2,1.5单元,1,2,1,1,1,1,1,0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,7,8,1,1,0,1,1,1单元,2,9,1,1,0,1,1,0单元,9,3,1,1,0,1,1,0单元,
4、9,4,1,1,0,1,1,0单元,10,5,1,1,0,1,1,0单元,9,10,1,1,0,1,1,0单元,10,6,1,1,0,1,1,0单元,10,7,1,1,0,1,1,0结点支承,8,6,0,0,0,0结点支承,1,6,0,0,0,0END分析结果为无多余约束的几何不变体系二、用求解器确定截面单杆命令文档CP.3-20求桁架杆a、b、c、d的轴力问题标题,PROB.3-20结点,1,0,0结点,2,0,3结点,3,4,-3结点,4,9,-3结点,5,13,0结点,6,13,3单元,1,2,1,1,0,1,1,0单元,1,3,1,1
5、,0,1,1,0单元,3,4,1,1,0,1,1,0单元,2,4,1,1,0,1,1,0单元,2,5,1,1,0,1,1,0单元,1,6,1,1,0,1,1,0单元,3,6,1,1,0,1,1,0单元,4,5,1,1,0,1,1,0单元,5,6,1,1,0,1,1,0结点支承,1,2,-90,0,0结点支承,5,1,0,0结点荷载,3,-1,34,90尺寸线,1,0.8,0.4,9.6,1.0,0.5,0,-6.2992,4m,4,-6.2992尺寸线,1,0.8,0.4,9.6,1.0,0.5,4,-6.2992,5m,9,-6.2992,
6、4m,13,-6.2992尺寸线,1,0.8,0.4,9.6,1.0,0.5,16.0934,-3,3m,16.0934,0,3m,16.0934,3文本,4.3512,-4.664,{Eq:F_P=34},0,0,12文本,6.6512,-4.14,kN,0,0,12文本,0.1713,0.6399,A,1,0,11文本,13.2647,0.3624,B,1,0,11文本,-0.6868,3.4983,C,1,0,11文本,13.1728,3.5620,D,1,0,11文本,3.3595,-3.0035,E,1,0,11文本,9.3991,
7、-3.0035,F,1,0,11文本,-0.5350,1.5394,a,1,0,11文本,1.3679,-1.3252,b,1,0,11文本,6.0437,-3.116,c,1,0,11文本,7.8620,-0.6597,d,1,0,11END结果（图）1、3、9为截面单杆三、用求解器求解静定结构命令文档CP.3-8作图示三铰刚架的内力图问题标题,PROB.3-8(a)变量定义,h=6,l=5,q=2结点,1,0,0结点,2,0,h结点,3,l,h结点,4,2*l,h结点,5,2*l,0单元,1,2,1,1,0,1,1,1单元,2,3,1,1
8、,1,1,1,0单元,3,4,1,1,0,1,1,1单元,4,5,1,1,1,1,1,0结点支承,1,2,-90,0,0结点支承,5,2,0,0,0单元荷载,3,3
