The strength and deflection of putlog as easy supporting girder, and the ledger is over and supported by putlog.

小按照简支梁进行强度和挠度计算，在小的上面。

Through the calculation on flexivity of drag-chainand length of chain curve,set screw-pull-ing instrumentneeds to be adaptedto suitable period.

通过对牵引链的挠度和链曲线长的计算,确定链传动需要调整的适时期。

The deformations of dendriform-column by FEM analysis is less than the request in the code for design of steel structures.

型公共空间采用型的树状支撑体系,不仅可行而且受力合理,完全符合《设计规范》对件的挠度要求。

The large deflection problem of cantilever beams was studied by means of the biparametric perturbation method and the first order derivative substitution from pseudolinear analysis approach.

利用拟线性分析方法中的一阶导数代换对基本方程进行了简化处理,将基本的微分积分方程转化为非线性代数方程组,并合双参数摄动研究了悬臂梁的挠度问题。