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Theory of Structures

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

Circle
Hyperbola
Parabola
Straight line

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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

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

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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

ωl²/16h
ωl²/8h
ωl²/12h
ωl²/4h

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

6.25 t compressive
t tensile
8.75 t tensile
t compressive

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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

WL3/2EI
WL²/2EI
WL3/3EI
WL²/3EI

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Theory of Structures
The ratio of the deflections of the free end of a cantilever due to an isolated load at 1/3rd and 2/3rd of the span, is

3/7
2/7
4/7
1/7

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