题目内容

假定截面有效高度h0=1200mm,腹板宽度为200mm,当斜截面受压端上的作用效应所产生的最大剪力组合设计值(kN)小于下列何项数值时,可不进行斜截面承载力验算,仅需按构造配置箍筋? (A)150 (B)185 (C)200 (D)215

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