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Theory of Structures

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

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

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Theory of Structures
In case of principal axes of a section

Difference of moment inertia is zero
None of these
Product of moment of inertia is zero
Sum of moment of inertia is zero

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Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

l
2 L
L/2
L

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

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

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

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

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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

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

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