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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

WL²/3EI
WL²/2EI
WL3/3EI
WL3/2EI

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

3F/2A
2F/3A
F/2A
F/A

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Theory of Structures
The stiffness of the close coil helical spring is

d4N/4D3n
8D3N/d4n
d4N/8D3n
4D3N/d4n

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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 = F – S
Q = S × F

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Theory of Structures
The maximum deflection of a simply supported beam of span L, carrying an isolated load at the centre of the span; flexural rigidity being EI, is

WL3/24EL
WL3/8EL
WL3/48EL
WL3/3EL

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Theory of Structures
Gradually applied static loads do not change with time their

All of these
Point of application
Direction
Magnitude

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