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Civil Engineering - Strength of Materials

Exercise : Strength of Materials - Section 4
16.
For keeping the stress wholly compressive the load may be applied on a circular column anywhere within a concentric circle of diameter
d/2
d/3
d/4
d/8
d/10
Answer: Option
Explanation:
No answer description is available. Let's discuss.
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
3°
45°
60°
90°
120°
Answer: Option
Explanation:
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18.
For a cantilever with a uniformly distributed load W over its entire length L, the maximum bending moment is
WL
WL
WL
W2L
WL2
Answer: Option
Explanation:
No answer description is available. Let's discuss.
19.
To ascertain the maximum permissible eccentricity of loads on circular columns, the rule generally followed, is
middle half rule of columns
middle third rule of columns
middle fourth rule of columns
none of these.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
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 by
Answer: Option
Explanation:
No answer description is available. Let's discuss.
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