1) bending moment
弯距
1.
By comparison of the relation between deflection and bending moment of beam of full prestress,part prestress and common reinforced concrete, many advantages of part prestressed concrete beam are presented, and those advantages can be referenced in project construction practice.
通过对全预应力、部分预应力、普通钢筋砼梁弯距—挠度关系曲线的比较分析,指出了部分预应力砼梁的诸多优点,可以在施工实践中予以借鉴。
2) design moment
设计弯距
1.
Then,usual problems is analyzed contrastively in calculating the design moments of continuous two-way reinforced concrete slabs,which demonstrate importance to design the two-way slabs according to the concerned code strictly.
以四边固定的连续双向板为例,基于钢筋混凝土连续双向板的受力特点,针对钢筋混凝土连续双向板设计弯距计算中的常见错误进行了对比分析,表明了严格按照现行规范进行设计的重要性。
3) disintegration
弯距解体
4) extra bending moment
附加弯距
1.
When the frame beam works under torsional moment, extra bending moment is to be produced in the reinforce slab because the frame beam and the reinforce slab work together.
由于现浇框架梁板共同工作 ,当梁受扭时 ,板中必然产生附加弯距 ,同时板也约束了梁的转动。
5) anti bending moment
抗弯距
6) Three moment method
三弯距法
参考词条
补充资料：长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
说明：补充资料仅用于学习参考，请勿用于其它任何用途。