Steel Design Sheet 25
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1) Question.
The slenderness ratio of a single angle single strut should be less than
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2) Question.
Four vertical columns of the same material, height and weight have the same end conditions. The buckling load will be the largest for a column having the cross-section of
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3) Question.
A column of length l is hinged at both the ends restrained from lateral displacement at mid-height. The critical load of the column is given by
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4) Question.
Slenderness ratio of a compression member is the ratio of effective length of the compression member to the
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5) Question.
If l is the moment of inertia of a section about the axis and A is its effective sectional area, then the radius of gyration (r) of the section about the axis, is equal to
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6) Question.
The effective length of a column (l), held in position and restrained in direction at one end and the other end effectively restrained in direction but not held in position, is equal to
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7) Question.
The effective length of a column (l), held in position at both ends but not restained in direction, is equal to
[ L= Length of column]
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8) Question.
Effective length of a column is the length between the points of
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9) Question.
In position restraint condition of column
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10) Question.
If l is the length of column hinged at both ends and El is its flexural rigidity, then critical load is equal to
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