钢筋所承受的拉力 f sd A s ,小于或等于全部受压翼板高度 h ’ f ,内混凝土压应力合力 f cd b ’ f h ’ f , ( )
A.
则 x≤h ’ f ,属于第一类T形截面,用于截面承载力复核计算时判断截面类型
B.
则 x≤h ’ f ,属于第二类T形截面,用于截面承载力复核计算时判断截面类型
C.
则 x≤h ’ f ,属于第一类T形截面,用于截面配筋设计计算时判断截面类型
D.
则 x≤h ’ f ,属于第二类T形截面,用于截面配筋设计计算时判断截面类型
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