Calculating designs of reinforced cement beams under the impact of shield and bent combination

Abstract

    Currently, the computation and design of reinforced concrete and prestressed concrete structures usually carried out simply by comparing moment (or shear) as largest payment appearing on the beam with moment (or shear) limits of the most unfavorable flexural. An audit so basically only true for bending or pure shear section, bearings very few forms appear in practice. So in this article, we show how to design of reinforced concrete beams under the combination of flexural and shear loading to fit commonly reinforced concrete structure.