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Theory of Structures

Theory of Structures
The moment of inertia of a triangular section (height h, base b) about its base, is

bh³/12
b³h/12
bh²/12
b²h/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

WL/AE
W²L/AE
W²L/2AE
WL/2AE

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Theory of Structures
A close coil helical spring of mean diameter D consists of n coils of diameter d. If it carries an axial load W, the energy stored in the spring, is

4W²Dn/d4N
4W²D3n²/d4N
4W²D3n/d4N
4WD²n/d4N

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

2F/3A
F/2A
F/A
3F/2A

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Theory of Structures
In plastic analysis, the shape factor for a circular section, is

1.2
1.7
1.3
1.5

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Theory of Structures
A simply supported uniform rectangular bar breadth b, depth d and length L carries an isolated load W at its mid-span. The same bar experiences an extension e under same tensile load. The ratio of the maximum deflection to the elongation, is

(L/3d)²
L/2d
L/d
(L/2d)²

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