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METHOD OF EVALUATING BENDING STRENGTH OF REINFORCED CONCRETE BEAM AND REINFORCED CONCRETE BEAM DESIGNED USING THE EVALUATION METHOD
METHOD OF EVALUATING BENDING STRENGTH OF REINFORCED CONCRETE BEAM AND REINFORCED CONCRETE BEAM DESIGNED USING THE EVALUATION METHOD
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机译:评估钢筋混凝土梁抗弯强度的方法及评估法设计的方法。
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摘要
PROBLEM TO BE SOLVED: To provide a method of easily and accurately evaluating the bending strength of a reinforced concrete beam in a construction method for depositing the concretes with different design strengths in the lower section and the upper section of the reinforced concrete beam, respectively, and to properly design the reinforced concrete beam using the evaluation method.;SOLUTION: In this construction method for depositing the concretes with different design strengths in the PCa section and the post-depositing section of the reinforced concrete beam, respectively, the bending strength (Mu) of the reinforced concrete beam is evaluated by the expression 1: Mu = Ty2 (D/2 - dt) + Cc (D/2 - β * Xn/2) + Cs1 (D/2 - dc) where the tension of a bottom end reinforcement is Ty2, the depth of a girder is (D), the minimum covering of a tension reinforcement to a surface center of gravity is dt, a concrete compressive force is Cc, the reduction coefficient of concrete strength is β, the distance between a compression edge and a neutral axis is Xn, a compressive force by a compression reinforcement is Cs1, and the minimum covering of the compression reinforcement to the surface center of gravity is dc.;COPYRIGHT: (C)2010,JPO&INPIT
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机译:要解决的问题:提供一种在建筑方法中轻松,准确地评估钢筋混凝土梁抗弯强度的方法,该方法用于在钢筋混凝土梁的下部和上部分别沉积具有不同设计强度的混凝土,解决方案:在这种施工方法中,将具有不同设计强度的混凝土分别沉积在钢筋混凝土梁的PCa段和后沉积段中,抗弯强度(钢筋混凝土梁的Mu)由表达式1评估:M u Sub> = T y2 Sub>(D / 2-d t Sub>)+ C c Sub>(D / 2-β * X n Sub> / 2)+ C s1 Sub>(D / 2-d c Sub>),其中底端钢筋的张力为T y2 Sub>,大梁的深度为(D),张力钢筋对表面重心的最小覆盖率为d t Sub>,混凝土压缩力为C c Sub>,混凝土强度的折减系数为β,压缩边与中性轴之间的距离为X n Sub>,压缩增强物的压缩力为C s1 Sub>,压缩增强物对表面重心的最小覆盖率为d c Sub>。;COPYRIGHT:( C)2010,日本特许厅&INPIT
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