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Theory of Structures

Theory of Structures
For the close coil helical spring of the maximum deflection is

4W²D3n/d4N
WD3n/d4N
2WD3n/d4N
8WD3n/d4N

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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

1.5
1
3
2

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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

WL²/3EI
WL3/2EI
WL²/2EI
WL3/3EI

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Theory of Structures
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

ωl²/12h
ωl²/8h
ωl²/16h
ωl²/4h

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Theory of Structures
The strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called

Proof resilience
Proof stress
Proof load
Stiffness

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Theory of Structures
The locus of reaction of a two hinged semi-circular arch, is

Parabola
Straight line
Hyperbola
Circle

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