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Theory of Structures

Theory of Structures
The moment of inertia of a triangular section (height h, base b) about its base, is

bh²/12
bh³/12
b³h/12
b²h/12

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Theory of Structures
If Q is load factor, S is shape factor and F is factor of safety in elastic design, the following:

Q = F – S
Q = S – F
Q = S + F
Q = S × F

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Theory of Structures
Gradually applied static loads do not change with time their

All of these
Magnitude
Direction
Point of application

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Theory of Structures
The point of contraflexure is the point where

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

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

S
L
2L
L/2

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

1/2
1/3
1/8
1/4

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