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Theory of Structures

Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

2.5
1.25
1
1.5

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

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

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Theory of Structures
a uniform circular bar of diameter d and length , which extends by an The deflection of amount under a tensile pull , when it carries the same load at its mid-span, is

e²l²/3d²
ee²l/3d²
el/2d
el²/3d²

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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

ωl²/8h
ωl²/4h
ωl²/12h
ωl²/16h

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

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

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

14
11
15
16

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