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Theory of Structures

Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

L
L/2
2L
S

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Theory of Structures
A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of the maximum bending stress to maximum shear stress developed in the shaft, is

2M/ T
2T/M
T/M
M/T

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Theory of Structures
The assumption in the theory of bending of beams is:

Material is isotropic
Material is homogeneous
All of these
Young’s modulus is same in tension as well as in compression

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

1.5
2.5
1.34
2.34

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Theory of Structures
An isolated load W is acting at a distance a from the left hand support, of a three hinged arch of span 2l and rise h hinged at the crown, the horizontal reaction at the support, is

Wa/h
Wa/2h
2h/Wa
2W/ha

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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

Straight line formula
Parabolic formula
Rankine
Perry

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