The critical load for a column of length I hinged at both ends and having flexural rigidity El, is given by

Related MCQs

• As per IS: 800, in the plastic design, which of the following pairs are correctly matched? Working Loads Load factor (i) Dead load 1.7 (ii) Dead Load + imposed load 1.7 (iii) Dead load + load due to wind or 1.3 seismic forces (iv) Dead load + imposed load + load 1.7 due to wind or seismic forces Of these statements
• The effective length of a simply supported beam with ends restrained against torsion, and also the ends of compression flange partially restrained against lateral bending, is given by
• The effective length of a simply supported beam with ends restrained against torsion, and also the ends of compression flange partially restrained against lateral bending, is given by
• Effective length of a column effectively held in position and restrained in direction at both ends, is
• Effective length of a column effectively held in position at both ends and restrained in direction at one end, is
• According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as
• Effective length of a column effectively held in position and restrained in direction at both ends, is
• Effective length of a column effectively held in position at both ends and restrained in direction at one end, is
• According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as
• To keep the intensity of bearing pressure between the column base and concrete, compressive throughout the length of the column base, the ratio of the moment M to axial load P should be