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Higher Study | Strength of Materials | Shear Force and Bending Moment

The point of contra flexure is a point where
The point of contra – flexure occurs only in 
The bending moment diagram for a cantilever whose free end is subjected to a point load will be of shape:-
The correct shear force diagram for the cantilever beam with uniformly distributed load over the whole length of the beam is -
A simply supported beam carries a uniformly distributed load of w kgf per unit length over the whole span \(\left( l \right)\). The shear force at the centre is
A beam whose both ends are fixed or built in walls is called:
When the section is subjected to an axial load and a moment, the ratio of the moment to the load is called:
Consider the following statements: When a thick plate is subjected to external loads: 1. State of plane stress occurs at the surface 2. State of plane strain occurs at the surface 3. State of plane stress occurs in the interior part of the plate 4. State of plane strain occurs in the interior part of the plate Which of these statements are correct?
When does contra flexure point occur on a beam? 
Point of contraflexure occur when:
In a loaded beam, the point of Contraflexure occurs at a section where
Maximum bending moment occurs at a point where:
Point where BM changes between compression and tension or vice versa is known as:
Point where BM (Bending Moment) changes between compression and tension or vice versa is known as:
Shear span is called the zone where:
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