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Theory of Structures

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

2L
L
S
L/2

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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

2 /15
3 /8
3 /16
/16

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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

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

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

2 L
l
L/2
L

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

1/2
1/4
1
2

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Theory of Structures
A close coil helical spring of mean diameter D consists of n coils of diameter d. If it carries an axial load W, the energy stored in the spring, is

4WD²n/d4N
4W²D3n/d4N
4W²D3n²/d4N
4W²Dn/d4N

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