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Theory of Structures

Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/16
1/12
1/8
1/10

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Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

S
L/2
L
2L

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Theory of Structures
The shape factor of standard rolled beam section varies from

1.10 to 1.20
1.30 to 1.40
1.40 to 1.50
1.20 to 1.30

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Theory of Structures
The assumption in the theory of bending of beams is:

Young’s modulus is same in tension as well as in compression
All of these
Material is homogeneous
Material is isotropic

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Theory of Structures
The locus of the moment of inertia about inclined axes to the principal axis, is

Parabola
Straight line
Circle
Ellipse

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Theory of Structures
A spring of mean radius 40 mm contains 8 action coils of steel (N = 80000 N/mm²), 4 mm in diameter. The clearance between the coils being 1 mm when unloaded, the minimum compressive load to remove the clearance, is

40 N
25 N
30 N
35 N

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