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Theory of Structures

Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI²/4
WI/2
WI²/12
WI²/8

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Theory of Structures
Stress may be defined as

Force per unit length
Force per unit area
Force per unit volume
None of these

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

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

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Theory of Structures
The locus of reaction of a two hinged semi-circular arch, is

Parabola
Straight line
Circle
Hyperbola

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Theory of Structures
The locus of the moment of inertia about inclined axes to the principal axis, is

Parabola
Straight line
Circle
Ellipse

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

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

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