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Showing results for tags 'negative reinforcement'.
Found 3 results
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When i increases the size of column the Beam between this columns Gives less negative reinforcement . Usually when we increase the Column size the negative reinforcement increase in beam to Counter the negative moment . please guide me if i have Wrong concept or Guide me . this analysis were did in Etab 2016 . Screen shot are attached col 18x24 col 18x28 Col 18x33 col18x36
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Good evening, here I have a double reinforced element (slab or beam) if I put the As equal to As', whether the concrete compressive force are neglected or have another for formula in case of A Tension equal to As compression Mn = (As-As')Fy(d-a/2) + As'.Fy (d-d') since As = As', its only left As' Fy (d-d') the concrete is to be ignored?
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Salam what should be the length of negative reinforcement on longer side of the one way slab.any reference to literature?
