For any types of loading, the no. of point of contraflexture in a simply supported beam is

The maximum deflection in the cantilever beam subjected to an udl of W/m throughout the span is

At the yield point of a steel test piece:

The shape factor of circular section is

The distribution factor of a member at a joint is

A prop is

Simple bending equation is

Three hinged arch will have three hinges

The stiffness method in structural analysis is also known as: