For members that are subject to shear and flexure only, the amount of shear force that the concrete alone, unreinforced for shear, can resist is Vc.

 
  • 這是為會(huì )員須剪切、彎曲、剪切力的具體獨自一人,因為剪,能抵抗無(wú)筋的是風(fēng)險資本。
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