The Rankine's constant for a mild steel column with both ends hinged is

Related MCQs

• Euler's formula for a mild steel long column hinged at both ends is not valid for slenderness ratio
• 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.
• Slenderness ratio of a 5 m long column hinged at both ends and having a circular crosssection with diameter 160 mm is
• A mild steel flat 3 m long 150 mm wide and 15 mm thick carries an axial tensile load of 150 kN. If the value of u for mild steel is 0.3, it can be concluded that
• 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
• 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
• According to Euler's column theory, the crippling load for a column of length (l) fixed at both ends is
• A column of length (l) with both ends fixed may be considered as equivalent to a column of length