A column that fails due to direct strss, is called

Related MCQs

• A column that fails primarily due to direct stress is called
• If a column fails due to buckling, it is likely to be a
• 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.
• 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) with one end fixed and the other end free is
• When a column is subjected to an eccentric load, the stress induced in the column will be
• 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