Steel Design Sheet 5
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1) Question.
For determination of allowable stress in axial compression, Indian Standard Institution has adopted
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2) Question.
The ratio of shearing stress to shearing strain within elastic limit, is known as
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3) Question.
The effective length of a compression member of length L held in position and restrained in direction at one end and effectively restrained in direction but not held in position at the other end, is
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4) Question.
The slenderness ratio of a column supported throughout its length by a masonry wall is
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5) Question.
The maximum slenderness ratio of a compression member carrying both dead and superimposed load
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6) Question.
a circular column section is generally not used in actual practice because
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7) Question.
The best arrangement to provide unified behaviour in built up steel columns is by
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8) Question.
Diameter of a bolt hole is usually taken as
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9) Question.
Bending compressive and tensile stresses respectively are calculated based on
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10) Question.
In case of single angles in tension connected by one leg only, the net effective area as per IS 800 is
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