In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by

Related Questions

• The average permissible stress in bond for plain bars in tension is
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• For compacting plain concrete road surface of thickness less than 20 cm, we use
• When shear stress exceeds the permissible limit in a slab, then it is reduced by
• Ratio of permissible stress in direct compression and bending compression is
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