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
1
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 be
39.
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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