# 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

36.

The ratio of the maximum deflection of a cantilever beam with an isolated load at its free end and with a uniformly distributed load over its entire length, is

37.

For a beam of uniform strength keeping its depth constant, the width will vary in proportion to

38.

A shaft 9 m long is subjected to a torque 30

*t*-m at a point 3 m distant from either end. The reactive torque at the nearer end will be39.

The width

*b*and depth*d*of a beam cut from a wooden cylindrical log of 100 cm diameter for maximum strength are :40.

If the stress produced by a prismatic bar is equal to the working stress, the area of the cross-section of the prismatic bar, becomes

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