A long column has maximum crippling load when its

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• When both ends of a column are fixed, the crippling load is P. If one end of the column is made free, the value of crippling load will be changed to
• According to Euler's column theory, the crippling load of a column is given by P = ?2 EI / Cl2. In this equation, the value of C for a column with both ends hinged, is
• The equivalent length, of a given column with given end conditions, is the length of an equivalent column of the same material and cross-section with hinged ends, and having the value of crippling load equal to that of the given column.
• According to Euler's column theory, the crippling load for a column of length (l) with one end fixed and the other end free is
• According to Euler's column theory, the crippling load for a column of length (l) fixed at both ends is
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• Web crippling occurs due to
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• There is always a limiting value of load up to which the strain totally disappears on the removal of load; the stress corresponding to this load is called…………