A bearing plate of A36 steel must be designed to support a beam end reaction of 90 kN dead load and.
A bearing plate of A36 steel must be designed to support a beam end reaction of 90 kN dead load and 220 kN live load. The bearing plate will rest on concrete covering the full surface of it. The beam is W27x94 (d = 680 mm, tw = 12 mm, bf = 250 mm, tf = 19 mm, k =34 mm) with Fy = 350 MPa and concrete strength is f’c = 21 MPa. If the length of the bearing plate is 150 mm and the width is 275 mm, calculate the minimum thickness based on design strength against bending. The nominal moment strength of the plate about the minor axis is Mn = FyZy and the resistance factor ϕ=0.9. Round up the value to the nearest whole number. USE ASEP 2004 Handbook for other values. Apr 26 2022 01:34 PM
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