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Theory of Structures

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
WL3/3EI
WL²/3EI

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Theory of Structures
Flat spiral springs

Consist of uniform thin strips
Are wound by applying a torque
All of these
Consist of uniform thin strips

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

Proof load
Proof resilience
Stiffness
Proof stress

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Theory of Structures
A truss containing j joints and m members, will be a simple truss if

j = 3m – 2
j = 2m – 3
m = 3j – 2
m = 2j – 3

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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 = F – S
Q = S – F
Q = S × F

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Theory of Structures
A simply supported uniform rectangular bar breadth b, depth d and length L carries an isolated load W at its mid-span. The same bar experiences an extension e under same tensile load. The ratio of the maximum deflection to the elongation, is

L/d
L/2d
(L/2d)²
(L/3d)²

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