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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

0.505
0.303
0.404
0.707

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Theory of Structures
In case of a simply supported I-section beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/5
L/3
L/4
L/2

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Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

L/2
L
l
2 L

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

1/4
1
1/2
2

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Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

L/2
S
L
2L

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Theory of Structures
The shape factor of standard rolled beam section varies from

1.30 to 1.40
1.40 to 1.50
1.10 to 1.20
1.20 to 1.30

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