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1、结构力学实验报告（土木工程学院）班级土木工程1011姓名郭三本学号104031011实验一平面体系的机动分析一、输入结构体系结点,1,0,0结点,2,1,1结点,3,1,0结点,4,2,1结点,5,2,0结点,6,3,0结点,7,1,-1结点,8,2,-1单元,1,2,1,1,0,1,1,0单元,2,3,1,1,0,1,1,0单元,2,4,1,1,0,1,1,0单元,4,5,1,1,0,1,1,0单元,4,6,1,1,0,1,1,0单元,1,3,1,1,0,1,1,0单元,3,5,1,1,0,1,1,0单
2、元,5,6,1,1,0,1,1,0单元,1,7,1,1,0,1,1,0单元,7,8,1,1,0,1,1,0单元,8,6,1,1,0,1,1,0单元,3,8,1,1,0,1,1,0单元,7,8,1,1,0,1,1,0单元,5,7,1,1,0,1,1,0结点支承,1,2,-90,0,0结点支承,6,1,0,0end二、结构图形生成三、几何组成分析1、自动求解2、智能求解实验二静定平面刚架弯矩图绘制一、输入结构体系结点,1,0,0结点,2,0,3结点,3,4,3结点,4,8,3结点,5,10,3结点,6,4,-
3、1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,4,5,1,1,1,0,0,0单元,3,6,1,1,1,1,1,0结点支承,1,1,90,0结点支承,6,1,90,0结点支承,4,1,0,0单元荷载,3,3,10,0,1,90单元荷载,4,1,20,1,90单元荷载,2,-2,1,0尺寸线,1,0.2,0.1,7.8,1.0,0.5,0,-2,4,4,-2尺寸线,2,0.2,0.1,7.8,1.0,0.5,8,-2,4,4,-2尺寸线,1
4、,0.2,0.1,7.8,1.0,0.5,5,-2,2,9,-2end二、结构图形生成三、内力计算1、杆端内力值杆端内力值(乘子=1)-----------------------------------------------------------------------------------------------杆端1杆端2----------------------------------------------------------------------------------单元码轴力
5、剪力弯矩轴力剪力弯矩-----------------------------------------------------------------------------------------------10.00000000-39.00000000.000000000.00000000-39.0000000-117.0000002-39.00000000.00000000-117.000000-39.00000000.00000000-116.00000030.000000000.00000000
6、40.00000000.00000000-40.0000000-40.000000040.0000000020.0000000-40.00000000.000000000.000000000.0000000050.0000000039.0000000-156.0000000.0000000039.00000000.00000000-----------------------------------------------------------------------------------------
7、------2、约束反力值约束反力值(乘子=1)-----------------------------------------------------------------------------------------------结点约束反力合力支座----------------------------------------------------------------------------------结点水平竖直力矩大小角度力矩------------------------------
8、-----------------------------------------------------------------139.00000000.000000000.0000000039.00000000.000000000.000000006-39.00000000.000000000.0000000039.0000000180.0000000.0000000040.0000000060.00000000.0000
