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Theory of Structures

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

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

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Theory of Structures
a uniform circular bar of diameter d and length , which extends by an The deflection of amount under a tensile pull , when it carries the same load at its mid-span, is

ee²l/3d²
el/2d
el²/3d²
e²l²/3d²

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Theory of Structures
Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is

B²D/6
BD³/12
BD²/6
BD³/6

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Theory of Structures
P = 4π² EI/L² is the equation of Euler's crippling load if

One end is fixed and other end is hinged
One end is fixed and other end is free
Both the ends are fixed
Both the ends are hinged

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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

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

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Theory of Structures
A rolled steel joist is simply supported at its ends and carries a uniformly distributed load which causes a maximum deflection of 10 mm and slope at the ends of 0.002 radian. The length of the joist will be,

15 M
13 M
16 m
14 M

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