As per IS : 800, for compression flange, the outstand of flange plates should not exceed

Related MCQs

• The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (Where, t = the web thickness in mm and h = the outstand of stiffener in mm)
• According to IS : 800-1962 the permissible bending stress in steel slab plates, is
• Rivets connecting flange angles to cover plates in a plate girder are subjected to
• The area Ap of cover plates in one flange of a built up beam, is given by
• Tacking rivets in compression plates not exposed to the weather, have a pitch not exceeding 300 mm or
• Tacking rivets in compression plates not exposed to the weather, have a pitch not exceeding 300 mm or
• According to IS: 800-1962, the coefficient of expansion of steel per degree centigrade per unit length, is taken as
• According to IS: 800-1962, the coefficient of expansion of steel per degree centigrade per unit length, is taken as
• When two plates are placed end to end and are joined by two cover plates, the joint is known as
• 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