可计算空间桁架受力及绘制形变图,内附说明
For example:
Force in the member 2-4 = Force(6) = 0.8385e4
Displacement of node 4 in y direction = 0.0172
Reaction of node 8 in z zirection = - 0.4250e4
Note: If the structure is unstable, this warning is appeared:
Warning: Matrix is singular to working precision.
Some of the Forces & Displacements are equal to NaN.
2020-01-03 11:40:26
94KB
MATLAB
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