# Civil Engineering - Strength of Materials

Exercise : Strength of Materials - Section 4

- Strength of Materials - Section 1
- Strength of Materials - Section 2
- Strength of Materials - Section 3
- Strength of Materials - Section 4
- Strength of Materials - Section 5

16.

For keeping the stress wholly compressive the load may be applied on a circular column anywhere within a concentric circle of diameter

17.

A member is balanced at its end by two inclined members carrying equal forces. For equilibrium the angle between the inclined bars must be

18.

For a cantilever with a uniformly distributed load

*W*over its entire length*L*, the maximum bending moment is19.

To ascertain the maximum permissible eccentricity of loads on circular columns, the rule generally followed, is

20.

If

*Z*and*I*are the section modulus and moment of inertia of the section, the shear force*F*and bending moment*M*at a section are related byQuick links

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