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Theory of Structures

Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1.5
1
1.25
2.5

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Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

2L
L
L/2
L

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Theory of Structures
In the truss, the force in the member AC is

t tensile
8.75 t tensile
t compressive
6.25 t compressive

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Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

All of these
Composite beam gets subjected to a couple
Steel experiences tensile force
Brass experiences compressive force

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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,

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

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Theory of Structures
The point of contraflexure is the point where

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

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