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Theory of Structures

Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

3 /16
/16
3 /8
2 /15

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Theory of Structures
A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

All of these
Its number of coils will increase
It is subjected to pure bending
Its mean diameter will decrease

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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

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

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Theory of Structures
At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by

Depth of the section
Maximum compressive stress at the section
Maximum tensile stress at the section
Depth of the neutral axis

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Theory of Structures
P = 4π² EI/L² is the equation of Euler's crippling load if

One end is fixed and other end is hinged
Both the ends are fixed
Both the ends are hinged
One end is fixed and other end is free

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

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

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