A simply supported beam of span L carries a uniformly distributed load, w. The maximum shear force, V is

The shape factor of circular section is

The slope and the deflection at a section in a loaded beam cannot be found out by:

Bending moment at A of the following beam is equal to

The moments in the arch will be zero, if

The plastic design of steel structure which is based on the statical method of plastic analysis

The ratio of the moment of inertia of a circular plate and a square plate for equal depth is

For a simply supported beam with a central load, the bending moment is

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