A bearing plate is to be designed for a W21x62, A36 steel beam that will sit on a reinforced concrete wall (f'c = 21 MPa) 200 mn thick. The bearing plate material has Fy = 345 MPa. The end reactions are a service dead load of 150 kN and live load of 300 KN. Determine the following using ASD: 1. Required minimum width and thickness of the bearing plate calculated assuming it is positioned at the center of the concrete wall. Use length N = 150 mm. B = [B] mm. Round up

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A bearing plate is to be designed for a W21x62, A36 steel beam
that will sit on a reinforced concrete wall (f'c = 21 MPa) 200 mm
thick. The bearing plate material has Fy = 345 MPa. The end
reactions are a service dead load of 150 kN and live load of 300
kN. Determine the following using ASD:
1. Required minimum width and thickness of the bearing
plate calculated assuming it is positioned at the center of the
concrete wall. Use length N = 150 mm. B = [B] mm. Round up
by 10 mm or 25 mm.
2. Required thickness of the bearing plate if B = 300 mm, N =
200 mm. t = [t] mm. Round up to the nearest whole number.
Transcribed Image Text:A bearing plate is to be designed for a W21x62, A36 steel beam that will sit on a reinforced concrete wall (f'c = 21 MPa) 200 mm thick. The bearing plate material has Fy = 345 MPa. The end reactions are a service dead load of 150 kN and live load of 300 kN. Determine the following using ASD: 1. Required minimum width and thickness of the bearing plate calculated assuming it is positioned at the center of the concrete wall. Use length N = 150 mm. B = [B] mm. Round up by 10 mm or 25 mm. 2. Required thickness of the bearing plate if B = 300 mm, N = 200 mm. t = [t] mm. Round up to the nearest whole number.
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