Rivets connecting flange angles to cover plates in a plate girder are subjected to

Related Questions

• When the depth of a plate girder is at least times the depth of vertical leg of the flange angles, the girder is known as deep plate girder, if is
• When the depth of a plate girder is at least times the depth of vertical leg of the flange angles, the girder is known as deep plate girder, if is
• In case horizontal stiffeners are not used, the distance between vertical legs of flange angles at the top and bottom of a plate girder, is known as
• If d is the distance between the flange angles of a plate girder, vertical stiffeners are provided at a distance not greater than
• In case horizontal stiffeners are not used, the distance between vertical legs of flange angles at the top and bottom of a plate girder, is known as
• If d is the distance between the flange angles of a plate girder, vertical stiffeners are provided at a distance not greater than
• If R is the reaction on the bearing plate, the minimum moment of. inertia of the bearing stiffener provided at the support of a plate girder of overall depth D, the maximum thickness of the compression flange T, carrying total load W, is
• As per IS : 800, for compression flange, the outstand of flange plates should not exceed
• If W and L are the total superimposed load and the span of a plate girder in metres, the approximate self weight (W) of the girder, is taken as
• If W and L are the total superimposed load and the span of a plate girder in metres, the approximate self weight (W) of the girder, is taken as