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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

0.404
0.707
0.303
0.505

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Theory of Structures
A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is

WL/AE
W²L/AE
WL/2AE
W²L/2AE

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

16
15
11
14

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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

264 MN
274 MN
284 MN
294 MN

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Theory of Structures
parabolic arch of span and rise , is given by The equation of a

y = 4h/l² × (1 – x)
y = 2h/l² × (1 – x)
y = 3h/l² × (1 – x)
y = h/l² × (1 – x )

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Theory of Structures
A square column carries a load P at the centroid of one of the quarters of the square. If a is the side of the main square, the combined bending stress will be

3p/a²
2p/a²
p/a²
4p/a²

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