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Theory of Structures

Theory of Structures
A body is said to be in equilibrium if

None of these
It moves horizontally
It rotates about its C.G.
It moves vertically

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

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

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Theory of Structures
A steel bar 20 mm in diameter simply-supported at its ends over a total span of 40 cm carries a load at its centre. If the maximum stress induced in the bar is limited to N/mm², the bending strain energy stored in the bar, is

411 N mm
611 N mm
711 N mm
511 N mm

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Theory of Structures
For beams of uniform strength, if depth is constant,

Width b 3 M
Width b M 2
Width b M
Width b 1/M

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Theory of Structures
There are two hinged semicircular arches A, B and C of radii 5 m, 7.5 m and 10 m respectively and each carries a concentrated load W at their crowns. The horizontal thrust at their supports will be in the ratio of

1 : 1½ : 2
None of these
2 : 1½ : 1
1 : 1 : 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

3 /8
/16
3 /16
2 /15

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