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Theory of Structures

Theory of Structures
The ratio of moments of inertia of a triangular section about its base and about a centroidal axis parallel to its base, is

3
2
1
1.5

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

3F/2A
F/A
2F/3A
F/2A

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Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

3/2
2/3
4/3
4/7

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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
The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is

WL²/2EI
WL3/3EI
WL²/3EI
WL3/2EI

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Theory of Structures
The load on a spring per unit deflection, is called

Proof load
Stiffness
Proof resilience
Proof stress

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