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Theory of Structures

Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

3 /8
3 /16
/16
2 /15

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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

Perry
Rankine
Straight line formula
Parabolic formula

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

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

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

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

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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
35 N
30 N
25 N

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Theory of Structures
For beams breadth is constant,

Depth d 3
Depth d M
Depth d 1/M
Depth d

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