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Posted: Sat Nov 07, 2020 5:59 pmPost subject: Deep beam shear reinforcement
If ,I am using welded mesh in a deep beam .So,do I need to lap all vertical bars in mesh with U bars to act as shear reinforcement?If all vertical bars are not fully anchored(lapped with U bars)can reduced shear strength be considered by reducing height of beam by anchorage length of vertical bar in mesh?
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