Max M for a point load P at midspan, span L

The distribution of bending stress across a beam section is

Linear strain distribution assumption is valid up to:

Neutral axis location is determined by

Bending stress at extreme fibre derived from

The basic equation of simple bending

Stiffness of beam is defined as

In bending equation, I mean

If allowable σ = 100 N/mm², Z = 200 × 10³ mm³, safe M =

Point load is also called

A simply supported beam is supported on

Which one of the following is an example of statically determinate beam?

For a beam subjected to a uniformly distributed load (UDL), the shear force diagram is:

For a cantilever beam with a point load at its free end, the shear force diagram will be a

In case of simply supported beam, the bending moment at the two supports is

A cantilever beam of span l carries a uniformly distributed load ‘w’ throughout its length, the maximum bending moment ‘M’ is

A beam is said to be statically determinate when

A hinged support is also known as

A load which increases from zero at one end to maximum at the other end is called