In the Euler's formula, the value of C for a column with both ends fixed is 4.

Related MCQs

• The ratio of central deflection in a beam freely supported at both ends to that when the beam is fixed at both ends and subjected to a central load W in both the cases would be
• 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
• 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
• A column of length (l) with both ends fixed may be considered as equivalent to a column of length
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• Euler's formula for a mild steel long column hinged at both ends is not valid for slenderness ratio
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