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Theory of Structures

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

1.7
1.6
1.4
1.5

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

1.5
1.3
1.2
1.7

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Theory of Structures
If a three hinged parabolic arch, (span l, rise h) is carrying a uniformly distributed load w/unit length over the entire span,

S.F. will be zero throughout
B.M. will be zero throughout
All of these
Horizontal thrust is wl2/8h

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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

0.407
0.508
0.207
0.307

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Theory of Structures
A load of 1960 N is raised at the end of a steel wire. The minimum diameter of the wire so that stress in the wire does not exceed 100 N/mm² is:

5.5 mm
4.0 mm
4.5 mm
5.0 mm

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Theory of Structures
For beams breadth is constant,

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

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