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Theory of Structures

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

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

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

1/4
1/8
1/3
1/2

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Theory of Structures
constant, depth of a cantilever of length of uniform strength loaded with Keeping breadth uniformly distributed load varies from zero at the free end and

l) at the fixed end
2w w l at the fixed end
w l) at the fixed end
3w l at the fixed end

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

wa²
wa²/27
w²a
wa/27

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Theory of Structures
A simply supported rolled steel joist 8 m long carries a uniformly distributed load over it span so that the maximum bending stress is 75 N/mm². If the slope at the ends is 0.005 radian and the value of E = 0.2 × 106 N/mm², the depth of the joist, is

300 mm
250 mm
400 mm
200 mm

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Theory of Structures
A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

It is subjected to pure bending
All of these
Its mean diameter will decrease
Its number of coils will increase

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