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Theory of Structures

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

2.34
1.5
1.34
2.5

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Angle of twist
Length of the shaft
Radius of the shaft
Modulus of rigidity

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Theory of Structures
The ratio of shear stress and shear strain of an elastic material, is

Shear Modulus
Modulus of Rigidity
Both A. and B.
Modulus of Elasticity

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Theory of Structures
In case of a simply supported rectangular beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/4
L/5
L/2
L/3

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Theory of Structures
Y are the bending moment, moment of inertia, radius of curvature, modulus of If M, I, R, E, F, and elasticity stress and the depth of the neutral axis at section, then

M/I = R/E = F/Y
M/I = E/R = Y/F
I/M = R/E = F/Y
M/I = E/R = F/Y

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

w²a
wa²/27
wa²
wa/27

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