The degree of static indeterminacy for the frame shown in the figure is
As per IS 456 : 2000, Limit state of collapse – flexure, the maximum strain in reinforcing bars under tension at failure shall not be less than ……… , where \( f_y \) is the characteristic strength of steel and \( E_s \) is the Modulus of elasticity of steel.
As per IS800-2007, the minimum centre-to-centre bolt spacing measured in the direction of stress is ……. , where \( d \) is the nominal diameter of bolt.
The net section strength of a tension member …………. with the increase in ductility of steel.