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

Related MCQs

• 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.
• 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 for a column of length (l) fixed at both ends is
• 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
• 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
• Euler's formula for a mild steel long column hinged at both ends is not valid for slenderness ratio
• Slenderness ratio of a 5 m long column hinged at both ends and having a circular crosssection with diameter 160 mm is
• The Rankine's constant for a mild steel column with both ends hinged is
• A long column has maximum crippling load when its
• In the Euler's formula, the value of C for a column with one end fixed and the other end hinged, is 1 / 2.