calculation of load-carrying capacity of member 构件承载能力计算 camber of structural member 结构构件起拱 ..
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另外,现行的公路桥涵设计规范,在对桥梁受弯构件承载能力计算中采用了一些基本假定,导致计算结果过于保守。
Besides, the current bridge and culvert design criterion takes some basic postulation during the calculation of the bridge's member in bending, which results in over-conservative numeric value.
根据GBJ10——89,提出了双向受弯构件正截面承载能力计算方法。
According to GBJ10-89, computational method of load-bearing capacity for normal section of bi-directional bended components is presented.
打入桩,桩径较小,水平承载能力很低,人们一般只用它承担垂直荷载,这样可近似按轴向受压构件计算。
Having shorter diameter and lower lateral bearing capacity, driven piles are usually used to carry vertical load and can be calculated as axial compressed member.
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