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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

WI²/12
WI²/4
WI/2
WI²/8

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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

el/2d
ee²l/3d²
e²l²/3d²
el²/3d²

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

S
L
L/2
2L

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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
1/2
1
2

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Theory of Structures
If a three hinged parabolic arch, (span l, rise h) is carrying a uniformly distributed load w/unit length over the entire span,

B.M. will be zero throughout
S.F. will be zero throughout
Horizontal thrust is wl2/8h
All of these

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

1.4
1.5
1.7
1.6

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