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Theory of Structures

Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

4/7
2/3
4/3
3/2

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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/2d
(L/2d)²
(L/3d)²
L/d

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Theory of Structures
For the close coil helical spring of the maximum deflection is

4W²D3n/d4N
8WD3n/d4N
2WD3n/d4N
WD3n/d4N

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Theory of Structures
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

ωl²/16h
ωl²/12h
ωl²/4h
ωl²/8h

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

1
1/2
2
1/4

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Theory of Structures
P = 4π² EI/L² is the equation of Euler's crippling load if

One end is fixed and other end is free
One end is fixed and other end is hinged
Both the ends are hinged
Both the ends are fixed

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