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Theory of Structures

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
B²D/6
BD³/12

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Theory of Structures
The point of contraflexure is the point where

M. is maximum
S.F. is zero
M. is minimum
M. changes sign

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Theory of Structures
Stress may be defined as

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

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Theory of Structures
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is

0.303
0.505
0.707
0.404

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Theory of Structures
The ratio of the length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is

2/3
1/4
1/3
1/2

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Theory of Structures
The vertical reaction for the arch is

wl/a
wa/l
wa/2l
wa²/2l

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