算例一计算简图及结果输出用平面刚架静力计算程序下图结构的内力。各杆EA,EI相同。已知:642EA=4.010KN,EI=1.610KNm计算简图如下:(1输入原始数据控制参数3,5,8,7,1,2(NE,NJ,N,NW,NPJ,NPF结点坐标集结点未知量编号0.0,0.0,0,00.0,4.0,1,2,30.0,4.0,1,2,44.0,4.0,5,6,74.0,0.0,0,0,8单元杆端结点编号及单元EA、EI1,2,4.0E+06,1.6E+043,4,4.0E+06,1.6E+045,4,4.0E+06,1.6E+04结点荷载7.0,-15.非结点荷载1.0,2.0,2.0,2.0,1.0,4.0,-25.0(2输出结果NE=3NJ=5N=8NW=7NPJ=1NPF=2NODEXYXXYYZZ1 0.00000.00000002 0.00004.00001233 0.00004.00001244 4.00004.00005675 4.00000.0000008ELEME
