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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

0.303
0.404
0.707
0.505

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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
ωl²/12h
ωl²/8h
ωl²/16h

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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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Theory of Structures
A steel rod 1 metre long having square cross section is pulled under a tensile load of 8 tonnes. The extension in the rod was 1 mm only. If Esteel = 2 × 106 kg/cm², the side of the rod, is

2 cm
1.5 cm
2.5 cm
1 cm

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Theory of Structures
A square column carries a load P at the centroid of one of the quarters of the square. If a is the side of the main square, the combined bending stress will be

p/a²
4p/a²
2p/a²
3p/a²

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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

/16
3 /16
3 /8
2 /15

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