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Theory of Structures

Theory of Structures
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is

0.404
0.707
0.505
0.303

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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

ωl²/12h
ωl²/16h
ωl²/8h
ωl²/4h

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Theory of Structures
For beams breadth is constant,

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

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

1.5
2.5
1.34
2.34

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Theory of Structures
For determining the support reactions at A and B of a three hinged arch, points B and Care joined and produced to intersect the load line at D and a line parallel to the load line through A at D’. Distances AD, DD’ and AD’ when measured were 4 cm, 3 cm and 5 cm respectively. The angle between the reactions at A and B is

45°
60°
30°
90°

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Theory of Structures
A shaft rotating N.R.M. under a torque T, transmits a power

/30 Newton metres/min
/60 Newton metres/sec
/30 Newton metres/sec
/60 Newton metres/min

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