2) end beam
端梁
1.
Application, existing problems and their reasons are analyzed befor e improvement is made to the end beam of the hoist, and innovation thoughts and executions are also introduced.
分析了桥式起重机端梁改进前的使用状况、存在问题及原因,介绍了对其进行改进的思路、实施情况。
3) end girder
端梁
1.
Firstly,we need to decide on the position where we sever the end girder from the main girder,then we lengthen the main girder with steel plates,reinforce it,and repair the end girders.
首先,确定改制部位,分离端梁和主梁,用钢板接长主梁,并加固主梁,修整端梁,最后组装端梁与主梁,焊接成形,检验使之符合起重机制造质量要求。
4) canopy track
梁端轨迹
1.
In the paper, the model building of powered support ZF80/2300/3700 through software SolidWorks, its motion simulation through software ADAMS and the least square curve fitting of simulated data through software Matlab are carried out, thus successfully realized the polynomial approximation of canopy track for powered supports.
本文采用SolidWorks软件构建ZF80/2300/3700型支架模型,再用ADAMS软件进行运动仿真,并用Matlab软件对仿真获得的数据作最小二乘多项式拟合,成功地实现了液压支架梁端轨迹的多项式逼近。
5) beam shortening
梁端缩短
6) beam end support
梁端支座
1.
The Code for Design of Masonry Structures does not specify local compression bearing capacity calculation for masonry under continuous beam intermediate supports and pad beam end supports.
砌体规范对如何计算连续梁中部支座砌体局部受压承载力和梁支承在垫梁端部垫梁下砌体局部受压承载力没有明确规定,本文参考梁端支座砌体局部受压承载力计算公式推导过程和梁支承在垫梁中部垫梁下砌体局部受压承载力计算公式推导过程,在完全遵照规范编制原理的基础上,给出了连续梁中部支座砌体局部受压承载力计算公式和梁支承在垫梁端部垫梁下砌体局部受压承载力计算公式。
补充资料：梁端
1.山顶。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条