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Theory of Structures

Theory of Structures
In case of a simply supported rectangular beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/2
L/4
L/3
L/5

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Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof resilience
Proof stress
Stiffness
Proof load

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Theory of Structures
The locus of the moment of inertia about inclined axes to the principal axis, is

Ellipse
Parabola
Straight line
Circle

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Theory of Structures
The shape factor of standard rolled beam section varies from

1.40 to 1.50
1.30 to 1.40
1.10 to 1.20
1.20 to 1.30

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Theory of Structures
The vertical reaction for the arch is

wa/l
wa/2l
wa²/2l
wl/a

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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
WL3/2EI
WL²/3EI
WL3/3EI

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