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《公路钢筋混凝土及预应力混凝土桥涵设计规范》第4·1·14条规定,受弯构件进行斜截面抗剪配筋设计时,剪力值Q_j应按下列规定采用(见图1,即规范图4·1·14)。
Article 4.1.1 of the Code for Design of Bridges and Culverts of Highway Reinforced Concrete and Prestressed Concrete stipulates that the shear force Q_j shall be used as follows when the flexural members are designed for shear reinforcement with oblique section (see Figure 1, Figure 4.1.1).