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Being calculation manner of the shear strength of the reinforced concrete beam where the reinforced concrete beam which is designed with design manner and this design manner which use the calculation manner and this computation manner of the shear strength of the reinforced concrete
Being calculation manner of the shear strength of the reinforced concrete beam where the reinforced concrete beam which is designed with design manner and this design manner which use the calculation manner and this computation manner of the shear strength of the reinforced concrete
PROBLEM TO BE SOLVED: To appropriately design reinforced concrete beams by computing the sear strength of reinforced concrete beams in which successive pours of concrete of different specified concrete strengths are vertically joined in consideration of the specified concrete strengths of the concrete.;SOLUTION: Design is performed by computing the shear strength of reinforced concrete beams on the basis of the assumption that a reinforced concrete beam has an equivalent specified concrete strength Fce [N/mm2] computed by the expression (1):Fce={Fctt+Fc1(D/2-t)}/(D/2) in the case that D/2t or the expression (2):Fce=Fct in the case that D/2t according to the size relation between D/2 and t (wherein, the height of the reinforced concrete beam is D [mm]; the specified concrete strength of concrete positioned below is Fc1 [N/mm2]; and the specified concrete strength and height of concrete positioned above are each [N/mm2] and t [mm]).;COPYRIGHT: (C)2006,JPO&NCIPI
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机译:解决的问题:通过计算钢筋混凝土梁的烧灼强度来适当地设计钢筋混凝土梁,在这种钢筋混凝土梁中,考虑到混凝土的特定混凝土强度,将垂直连续加入不同指定混凝土强度的混凝土倒入。在假定钢筋混凝土梁具有等效等效混凝土强度Fc e Sub> [N / mm 2 Sup>]计算的假设的基础上,通过计算钢筋混凝土梁的抗剪强度来进行计算由表达式(1):Fc e Sub> = {Fc t Sub> t + Fc 1 Sub>(D / 2-t)} /(D / 2)在D / 2t或表达式(2):Fc e Sub> = Fc t Sub>的情况下,D / 2 1 Sub> [N / mm 2 Sup >];以及指定的混凝土强度和混凝土高度上面列出的分别是[N / mm 2 Sup>]和t [mm])。;版权所有:(C)2006,JPO&NCIPI
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