1) total length of secondary girder
次梁通长
2) Beam
[英][bi:m] [美][bim]
次梁
1.
In structural computation with PKPM CAD,beam can be input in two ways,i.
采用PKPM CAD软件进行结构计算时,次梁可以按主梁和次梁两种方式进行输入。
2.
There are some problems in structure design with PKPM CAD software, such as the input of beams and the load verification on beams, the calculation of crack width, the calculation of internal forces and the disposition of reinforced bars of the special-shaped columns, the loads transfer of the complex structure with wall-supported-by-girder and the cantilever beams on the supported walls and etc.
采用PKPM CAD软件进行结构设计时,次梁的输入及其上部荷载的校核、裂缝宽度验算、异型柱的计算及配筋、复杂的墙下托梁结构中荷载的传递以及承重墙上挑梁的荷载传递等方面存在一些问题;在设计与分析过程中,软件的计算结果须经调整。
3) secondary beam
次梁
1.
Based on the architectural condition and the girder layout, several methods for planning secondary beam of an underground garage were given.
根据建筑条件及主梁的布置情况,考虑在较大的上部荷载作用下,对8m×6m柱网地下车库楼盖次梁的几种方案进行了分析。
2.
Considering the restraining moment of the secondary beam, the paper deduces formulas for calculating torsional moment of edge beam of frame.
考虑次梁的约束作用,推导了框架边梁的扭矩计算公式,分析了影响扭矩大小的主要因素。
3.
In response to distortional double coordination about deflection and torsion in the storied covery in which major and secondary beams are used,utilizing the angle distortion displacement method and moment equilibrium distribution method of deflection and torsion yields the calculation formula of displacement.
针对主、次梁楼盖中正交梁系弯扭变形双协调问题 ,采用弯扭角变位移法与弯扭力矩综合平衡分配法 ,推导出杆端位移、弯矩及扭矩的计算公式。
4) long beam
长梁
1.
The study on the optimal section for I-steel long beams of double and single stalk symmetry;
双轴与单轴对称工字钢长梁的优化设计方法
2.
Finite element analysis of long beam on discrete viscoelastic supports subjected to moving loads;
移动荷载下离散粘弹性点支承长梁的有限元分析
5) through beam
通梁
补充资料：通长
1.淹通深远。 2.总长。 3.方言。全部。
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