Civil Engineering - Strength of Materials
Exercise : Strength of Materials - Section 1
- 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.
In the cantilever truss as shown in below figure, the horizontal component of the reaction at A, is
17.
In case of an eccentric loading on a bracket subjected to moment M, the tangential force developed in any rivet, at right angles to its radius vector r is
18.
A simply supported beam of span L carries a concentrated load W at its mid-span. The maximum bending moment M is
19.
The ratio of the maximum deflections of a beam simply supported at its ends with an isolated central load and that of with a uniformly distributed load over its entire length, is
1
20.
The shape of the bending moment diagram over the length of a beam, carrying a uniformly distributed load is always
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