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Theory of Structures

Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

16
11
15
14

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Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI/2
WI²/4
WI²/8
WI²/12

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Theory of Structures
A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is

W²L/2AE
W²L/AE
WL/2AE
WL/AE

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Theory of Structures
constant, depth of a cantilever of length of uniform strength loaded with Keeping breadth uniformly distributed load varies from zero at the free end and

3w l at the fixed end
l) at the fixed end
w l) at the fixed end
2w w l at the fixed end

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Theory of Structures
H V are the algebraic sums of the forces resolved horizontally and vertically respectively, M is the algebraic sum of the moments of forces about any point, for the equilibrium of the body acted upon

M = 0
H = 0
All of these
V = 0

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Theory of Structures
The load on a spring per unit deflection, is called

Proof load
Proof stress
Stiffness
Proof resilience

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