A column of length (l) with both ends fixed may be considered as equivalent to a column of length

Related MCQs

• A column of length (l) with both ends fixed may be considered as equivalent to a column of length
• 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.
• 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 for a column of length (l) fixed at both ends 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
• 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 value of equivalent length is taken to be half of the actual length of a column with one end fixed and the other end free.
• In the Euler's formula, the value of C for a column with both ends fixed is 4.
• A prismatic beam of length 1 and fixed at both ends carries a uniformly distributed load. The distance of points of contraflexure from either end is
• The effective length of a column effectively held in position and restrained in direction at both ends will be