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Theory of Structures

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

Proof stress
Proof resilience
Stiffness
Proof load

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Theory of Structures
a uniform circular bar of diameter d and length , which extends by an The deflection of amount under a tensile pull , when it carries the same load at its mid-span, is

e²l²/3d²
ee²l/3d²
el²/3d²
el/2d

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

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

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Theory of Structures
parabolic arch of span and rise , is given by The equation of a

y = 3h/l² × (1 – x)
y = 2h/l² × (1 – x)
y = 4h/l² × (1 – x)
y = h/l² × (1 – x )

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

6.25 t compressive
8.75 t tensile
t tensile
t compressive

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Theory of Structures
If Q is load factor, S is shape factor and F is factor of safety in elastic design, the following:

Q = S + F
Q = S × F
Q = S – F
Q = F – S

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