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Theory of Structures

Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

1/4
2
1
1/2

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

WI²/4
WI²/8
WI/2
WI²/12

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Theory of Structures
Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is

BD³/6
BD²/6
BD³/12
B²D/6

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

L/2
2L
L
S

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Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Plastic ratio
Hooke’s ratio
Poisson’s ratio
Yield ratio

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Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

Three bars
three parallel bars
Three bars intersecting at a point
Two bars

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