Design a steel bearing plate from A36 steel for a W24 x 55 beam supported by a reinforced concrete wall with f 'c = 21 MPa. The maximum beam reaction is RDL = 134 KN and RLL = 180 KN. The maximum length of end bearing perpendicular to the wall is the full wall thickness of 255 mm. W24x 55 is A992 steel (Fy = 345 MPa). Use Øc = 0.65 for bearing of plate.

Design a steel bearing plate from A36 steel for a W24 x 55 beam supported by a reinforced concrete wall with f 'c = 21 MPa. The maximum beam reaction is RDL = 134 KN and RLL = 180 KN. The maximum length of end bearing perpendicular to the wall is the full wall thickness of 255 mm. W24x 55 is A992 steel (Fy = 345 MPa). Use Øc = 0.65 for bearing of plate.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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