Web crippling occurs due to

Related MCQs

• 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 long column has maximum crippling load when its
• 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
• According to Euler's column theory, the crippling load for a column of length (l) fixed at both ends 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.
• The maximum bending moment due to a moving load on a fixed ended beam occurs
• The maximum bending moment due to a moving load on a fixed ended beam occurs
• If unit loads rest upon a beam at two points A and B, the deflection at A due to unit load at B, equals the deflection at B due to the unit load at A. This is known as
• The web bukling in beams may be avoided by