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Theory of Structures

Theory of Structures
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is

0.303
0.404
0.707
0.505

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Theory of Structures
If a concrete column 200 × 200 mm in cross-section is reinforced with four steel bars of 1200 mm² total cross-sectional area. Calculate the safe load for the column if permissible stress in concrete is 5 N/mm² and Es is 15 Ec

284 MN
274 MN
294 MN
264 MN

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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
2M/ T
M/T

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Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof load
Stiffness
Proof stress
Proof resilience

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Theory of Structures
At yield point of a test piece, the material

Regains its original shape on removal of the load
Behaves in an elastic manner
Obeys Hooke’s law
Undergoes plastic deformation

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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

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

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