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Showing results for tags 'beam design'.
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dear all, i have some questions and i am hoping to find some answers from you kind people. 1) when we use doubly reinforced beams how can be obtain economy be controlling ceiling height ? 2) where do we use bar curtailment and bent up bars in beams because there are not ACI provisions...
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Assalam o alaikum, I was reading ETABS concrete frame design manual ACI 318-08. In beam design section, it gives two formulae which I am unable to find in books. One formula for stress block depth and one formula for negative steel calculation. I have highlighted the formulae in below images. T...
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i am getting more reinforcement in bottom even though i am getting more moment values at support in few particular areas ..i am not sure why etab is showing more reinforcemet at bottom in these particular grids? any one having any idea? untitled.bmp
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