The displacements of joints of a truss can be obtained directly from

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

The ratio of stiffness of a member when far end is hinged to that of the member when far end is fixed is

The moment diagram for a cantilever carrying concentrated load at its free end will be

Simple bending equation is

The ratio of lateral strain to longitudinal strain is called

The product EI is called

Strain energy of a member may be defined as work done on it

The shape of bending moment diagram over the length of a beam, carrying a uniformly increasing load is