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Theory of Structures

Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/10
1/16
1/12
1/8

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Theory of Structures
A shaft subjected to a bending moment M and a torque T, experiences

Neither A nor B
Maximum shear stress = 16 T/πd³
Maximum bending stress = 32M/πd³
Both A and B

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Theory of Structures
A truss containing j joints and m members, will be a simple truss if

j = 2m – 3
m = 3j – 2
j = 3m – 2
m = 2j – 3

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

L
L/2
2L
S

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Theory of Structures
The assumption in the theory of bending of beams is:

Material is isotropic
Young’s modulus is same in tension as well as in compression
Material is homogeneous
All of these

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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

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

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