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Theory of Structures

Theory of Structures
Gradually applied static loads do not change with time their

Point of application
Direction
Magnitude
All of these

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

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

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Theory of Structures
A steel rod of sectional area 250 sq. mm connects two parallel walls 5 m apart. The nuts at the ends were tightened when the rod was heated to 100°C. If steel = 0.000012/C°, Esteel = 0.2 MN/mm², the tensile force developed at a temperature of 50°C, is

80 N/mm²
150 N/mm²
100 N/mm 2
120 N/mm²

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Theory of Structures
The ratio of the length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is

1/2
1/3
2/3
1/4

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Theory of Structures
The general expression for the B.M. of a beam of length l is the beam carries M = (wl/2) x – (wx²/2)

An isolated load at mid span
A load varying linearly from zero at one end to w at the other end
None of these
A uniformly distributed load w/unit length

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Theory of Structures
A simply supported uniform rectangular bar breadth b, depth d and length L carries an isolated load W at its mid-span. The same bar experiences an extension e under same tensile load. The ratio of the maximum deflection to the elongation, is

(L/3d)²
L/2d
L/d
(L/2d)²

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