跨中弯矩 meaning in English

mid span moment

Mid - span moment
跨中弯矩
The node that articu - lates designs beam column , can bear larger step in curved rules , the curved distance of sus - pension column is little , suits the building on soft land base
梁柱铰接的节点设计，能承受更大的跨中弯矩，柱脚弯距小，适合于软土地基上的建筑物。
The calculation results indicate that for steel frame in semi - rigid joints cases , the top story deflection , the displacement between two stories , the moment at the center of a beam and the initial end moment at column is larger , nevertheless the end moment at beam and the shear force between two stories
分析表明：半刚接和刚接相比会使框架结构的柱顶侧移、层间位移、跨中弯矩、柱脚某些部位弯矩增大，而梁端弯矩和层间剪力减小。
After analyzing the soil stress , flexure moment data of central section of the sheet , and the flections data of two kinds of holding sheet models which are different on span , the paper gets the horizontal and vertical soil stress distribution rules and compares the result of the exam with calculating result of classic soil stress theory
通过对两种跨度的挡板模型的土压力、挡板跨中弯矩、挡板跨中挠度值的分析总结，得到了挡板后土压力沿高度及水平方向的分布规律，并在土压力分布形式及数值大小与经典理论作了比较。