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Theory of Structures

Theory of Structures
For the close coil helical spring of the maximum deflection is

2WD3n/d4N
WD3n/d4N
4W²D3n/d4N
8WD3n/d4N

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

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

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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/5
L/4
L/2
L/3

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Theory of Structures
The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length is (where Ic is the M.I. at the crown, which varies as the slope of the arch).

100/EIc
150/EIc
200/EIc
50/EIc

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Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

Brass experiences compressive force
Composite beam gets subjected to a couple
All of these
Steel experiences tensile force

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Theory of Structures
The area of the core of a column of cross sectional area A, is

(1/12) A
(1/3) A
(1/18) A
(1/6) A

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