Design a bearing plate to distribute the reaction of a W21 x 68 with a span length of 15 feet 10 inches center-to-center of supports. The total service load, including the beam weight, is 9 kipsyft, with equal parts dead and live load. The beam is to be supported on reinforced concrete walls with f,c= 3500 psi. For the beam, Fy = 50 ksi, and Fy = 36 ksi for the plate.

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ISBN:9781337094740
Author:Segui, William T.
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Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.8P
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Design a bearing plate to distribute the reaction of a W21 x 68 with a span length of 15 feet 10 inches center-to-center of supports. The total service load, including the beam weight, is 9 kipsyft, with equal parts dead and live load. The beam is to be supported on reinforced concrete walls with f,c= 3500 psi. For the beam, Fy = 50 ksi, and Fy = 36 ksi for the plate.

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