Civil Engineering - Theory of Structures
Exercise : Theory of Structures - Section 2
- Theory of Structures - Section 1
- Theory of Structures - Section 2
- Theory of Structures - Section 3
- Theory of Structures - Section 4
41.
A road of uniform cross-section A and length L is deformed by δ, when subjected to a normal force P. The Young's Modulus E of the material, is
42.
The S.F. diagram of a loaded beam shown in the given figure is that of


43.
An isolated load W is acting at a distance a from the left hand support, of a three hinged arch of span 2l and rise h hinged at the crown, the horizontal reaction at the support, is
44.
The ratio of lateral strain to axial strain of a homogeneous material, is known
45.
For beams of uniform strength, if depth is constant,
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