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Theory of Structures

Theory of Structures
In plastic analysis, the shape factor for a circular section, is

1.7
1.3
1.2
1.5

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

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Theory of Structures
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

ωl²/4h
ωl²/16h
ωl²/12h
ωl²/8h

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Theory of Structures
Beams composed of more than one material, rigidly connected together so as to behave as one piece, are known as

Indeterminate beams
Compound beams
Composite beams
Determinate beams

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Theory of Structures
Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is

BD²/6
BD³/12
B²D/6
BD³/6

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

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

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