In general equation for the deflection of the beam: M = EI * d2y/dx2 where EI is:

When a rectangular beam is loaded longitudinally, shear develops

A support over which the real beam is continuous will correspond to

The direction of normal stress is

The moment distribution method is best suited for

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

The maximum strain energy stored in a specimen when strained within the elastic limit is known as

A two dimensional structure is one in which

A statically indeterminate structure is the one which