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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

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

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Theory of Structures
The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane, is

Straight line
Parabola
Ellipse
Circle

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Theory of Structures
A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

5/8
2/3
8/5
3/2

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Theory of Structures
The strain energy due to volumetric strain

Is directly proportional to the square of exerted pressure
Is directly proportional to the volume
All of these
Is inversely proportional to Bulk modulus

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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
25 N
40 N
35 N

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Theory of Structures
In case of principal axes of a section

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

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