Euler's formula for a mild steel long column hinged at both ends is not valid for slenderness ratio

Related MCQs

• 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
• 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.
• 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
• Rankine's formula for column is valid when slenderness ratio
• 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
• In the Euler's formula, the value of C for a column with one end fixed and the other end hinged, is 1 / 2.
• In order to know whether a column is long or short, we must know its slenderness ratio.
• In the Euler's formula, the value of C for a column with both ends fixed is 4.