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Theory of Structures

Theory of Structures
A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of the maximum bending stress to maximum shear stress developed in the shaft, is

2T/M
T/M
M/T
2M/ T

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Theory of Structures
For calculating the allowable stress of long columns σ0 = σy/n [1 - a (1/r)²]is the empirical formula, known as

Rankine
Perry
Parabolic formula
Straight line formula

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Theory of Structures
The locus of reaction of a two hinged semi-circular arch, is

Parabola
Circle
Hyperbola
Straight line

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Theory of Structures
In case of principal axes of a section

Difference of moment inertia is zero
None of these
Product of moment of inertia is zero
Sum of moment of inertia is zero

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Theory of Structures
Pick up the incorrect statement from the following: The torsional resistance of a shaft is directly proportional to

Angle of twist
Reciprocal of the length of the shaft
Moment of inertia of the shaft section
Modulus of rigidity

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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

30 N
40 N
25 N
35 N

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