“挠度”造句
根据协调性的要求,梁在B点的
挠度应为零.
Compatibility will require that the girder deflection at B be zero.
结构的过大
挠度可以引起覆盖面的巨大破坏.
Excessive deflection in a structure may cause considerable damage to cladding.
我们可以用平面压力的分析方法来确立梁中间面的
挠度.
We may use the plane stress analysis for determining deflections in the midplane of the beam.