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

For a continuous slab of 3 m x 3.5 m size, the minimum overall depth of slab to satisfy vertical deflection limits is

While designing the pile as a column, the end conditions are nearly

In a spherical dome the hoop stress due to a concentrated load at crown is

The fineness modulus of fine aggregate is in the range of

To determine the modulus of rupture, the size of test specimen used is

The centroid of compressive force, from the extreme compression fiber, in limit state design lies at a distance of (wher…

The minimum diameter of longitudinal bars in a column is