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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 /8
/16
3 /16
2 /15

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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

ωl²/8h
ωl²/12h
ωl²/16h
ωl²/4h

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Theory of Structures
For beams breadth is constant,

Depth d 3
Depth d M
Depth d 1/M
Depth d

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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

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

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Theory of Structures
A simply supported beam which carries a uniformly distributed load has two equal overhangs. To have maximum B.M. produced in the beam least possible, the ratio of the length of the overhang to the total length of the beam, is

0.207
0.407
0.307
0.508

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

wa²
wa²/27
w²a
wa/27

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