1、双向板支撑梁的设计L01 方向梁的计算简图：梁的弯矩图：单元内力分析：结构求解代码：结点,1,0,0结点,2,5.5,0结点,3,11.2,0结点,4,16.9,0结点,5,22.6,0结点,6,28.1,0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,5,6,1,1,1,1,1,0结点支承,1,4,0,0,0结点支承,2,4,0,0,0结点支承,3,4,0,0,0结点支承,4,4,0,0,0结点支承,5,4,0,0,0结点支承,6,4,0,0,0单元荷载,1,5,0,59.87,0,1/2
2、,90单元荷载,1,5,59.87,0,1/2,1,90单元荷载,2,5,0,59.87,0,1/2,90单元荷载,2,5,59.87,0,1/2,1,90单元荷载,3,5,0,59.87,0,1/2,90单元荷载,3,5,59.87,0,1/2,1,90单元荷载,4,5,0,59.87,0,1/2,90单元荷载,4,5,59.87,0,1/2,1,90单元荷载,5,5,0,59.87,0,1/2,90单元荷载,5,5,59.87,0,1/2,1,90单元材料性质,1,5,30,10,0,0,-1ENDL02 方向梁的计算简图：梁的弯矩图：单元内力分析：结构求解代码：结点,1,0,0结点,2,
3、6.7,0结点,3,13.6,0结点,4,20.3,0单元,1,2,1,1,1,1,1,1单元,2,3,1,1,1,1,1,1单元,3,4,1,1,1,1,1,1结点支承,4,4,0,0,0结点支承,2,4,0,0,0结点支承,1,4,0,0,0结点支承,3,4,0,0,0单元荷载,1,5,0,59.87,0,0.41,90单元荷载,1,5,59.87,0,0.59,1,90单元荷载,1,3,59.87,0.41,0.59,90单元荷载,3,5,0,59.87,0,0.41,90单元荷载,3,5,59.87,0,0.59,1,90单元荷载,3,3,59.87,0.41,0.59,90单元荷载,2,5,0,59.87,0,0.4,90单元荷载,2,5,59.87,0,0.6,1,90单元荷载,2,3,59.87,0.4,0.6,90单元材料性质,1,3,30,10,0,0,-1END
