For the following questions answer them individually
The length of the straight portion of a bar beyond the end of the hook, should be
at least
The length of lap in tension reinforcement should not be less than the bar
diameter x (actual tension)/(four times the permissible average bond stress ) if
it is more than
The diameter of transverse reinforcement of columns should be equal to
one-fourth of the diameter of the main steel rods but not less than
If the length of an intermediate span of a continuous slab is 5 m , the length of
the end span is kept
$$m_1$$ and $$m_2$$ are the members of two individual simple trusses of a
compound truss. The compound truss will be rigid and determinate if
A simply supported beam A carries a point load at its midspan. Another identical
beam B carries the same load but uniformly distributed over the entire
span. The ratio of the maximum deflections of the beams A and B will be
