L01方向梁的计算简图
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L01方向梁的计算简图：
梁的弯矩图：
各单元中点剪力值及弯矩值：
梁的剪力图：
结点,1,0,0
结点,2,6.7,0
结点,3,6.7,0
结点,4,13.6,0
结点,5,13.6,0
结点,6,20.3,0
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,1,3,0,0,0
结点支承,6,1,0,0
结点支承,2,1,0,0
结点支承,4,1,0,0
单元荷载,1,5,0,59.83,0,0.41,90 单元荷载,1,5,59.83,0,0.59,1,90 单元荷载,1,3,59.83,0.41,0.59,90 单元荷载,5,5,0,59.83,0,0.41,90 单元荷载,5,5,59.83,0,0.59,1,90 单元荷载,5,3,59.83,0.41,0.59,90 单元荷载,3,5,0,59.83,0,0.4,90
单元荷载,3,5,59.83,0,0.6,1,90
单元荷载,3,3,59.83,0.4,0.6,90
单元材料性质,1,5,30,10,10,10,10 END
L01方向梁的计算简图：
梁的弯矩图：
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,1,5,0,59.87,0,1/2,90 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,1,5,30,10,0,10,10 END
L02方向梁的计算简图：
梁的弯矩图：
结构求解代码：
结点,1,0,0
结点,2,6.7,0
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,1,3,30,10,0,10,10 END