Chapter 2 Design for Shear - Engineering
indicated by the vertical bars in Fig. 2.2. The stirrups act as tension hangers with concrete performing as compression struts. Shear Reinforcement for Beams 45o Shear cracks are pinned V c d together by stirrups. s s s s V s = A vf yd/s Standard U-stirrup A v = 2 A bar has 2 legs. Fig. 2.2 – Shear reinforcement
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