1) doubly reinforced member in bending
双筋截面受弯构件
2) doubly reinforced flexural member
双筋受弯构件
1.
On the normal section design of doubly reinforced flexural members,tension members with large eccentricity and compression members with large eccentricity,the balanced section is designed in general,of which the equifinal depth of compression zone equals to the balanced depth of compression zone.
钢筋混凝土基本构件设计中,有两个问题值得商榷:(1)双筋受弯构件、大偏心受拉构件以及大偏心受压构件的正截面设计问题中的常见做法是在基于截面等效受压区高度等于界限高度时截面纵筋总配筋量最少的认识下将截面设计成界限截面,但根据推导,界限截面并不是纵筋总配筋量最少的条件,而且设计成界限截面还会丧失截面的延性,降低构件的可靠度。
3) T section R.C.members subjected to axial compression and biaxial bending
T形截面钢筋混凝土双向压弯构件
4) single reinforced bended structural member
单筋受弯构件
5) reinforced concrete flexural member
钢筋砼受弯构件
6) biaxial flexural member
双向受弯构件
1.
As is known to all,there are many biaxial flexural members on the civil engineering.
土木建筑工程中有许多双向受弯构件,如承受风荷载的墙梁、框架的边梁等。
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。
参考词条