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Theory of Structures

Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof load
Stiffness
Proof resilience
Proof stress

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Theory of Structures
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is

0.505
0.707
0.404
0.303

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Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

/16
3 /16
2 /15
3 /8

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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

el²/3d²
e²l²/3d²
el/2d
ee²l/3d²

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Theory of Structures
For calculating the allowable stress of long columns σ0 = σy/n [1 - a (1/r)²]is the empirical formula, known as

Perry
Parabolic formula
Straight line formula
Rankine

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Theory of Structures
A three hinged arch is generally hinged at its supports and

None of these
Anywhere in the rib
At one quarter span
At the crown

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