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

Related MCQs

• 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 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.
• 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
• According to Euler's column theory, the crippling load for a column of length (l) fixed at both ends 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
• In the Euler's formula, the value of C for a column with one end fixed and the other end free, 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.
• A cantilever beam rectangular in cross-section is subbjected to a load W at its free end. If the depth of the beam is doubled and the load is halved, the deflection of the free end as compared to original deflection will be
• A cantilever beam of square section is subjected to a load W at the free end. If the length of the beam is doubled and load reduced to half, the deflection at the free end as compared to original deflection would be
• A cantilever beam carries a uniformly distributed load from fixed end to the centre of the beam in the first case and a uniformly distributed load of same inten¬sity from centre of the beam to the free end in the second case. The ratio of deflections in the two cases is