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Design a bearing plate of A36 (Fy = 248 MPa) steel to support a beam reaction consisting of 90-kN dead load and 225-kN live load. Assume that the bearing plate will rest on concrete with a surface area larger than the bearing area by an amount equal to 25 mm of concrete on all sides of the plate. The beam is a W27 × 94 with F₁ = 345 MPa and the concrete strength is fe' = 21 MPa. Use LRFD. I B ln

Design a bearing plate of A36 (Fy = 248 MPa) steel to support a beam reaction consisting of 90-kN dead load and 225-kN live load. Assume that the bearing plate will rest on concrete with a surface area larger than the bearing area by an amount equal to 25 mm of concrete on all sides of the plate. The beam is a W27 × 94 with F₁ = 345 MPa and the concrete strength is fe' = 21 MPa. Use LRFD. I B ln

Structural Analysis
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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Design a bearing plate of A36 (Fy = 248 MPa) steel to support a beam reaction consisting of 90-kN dead load and 225-kN live load. Assume that the bearing plate will rest on concrete with a surface area larger than the bearing area by an amount equal to 25 mm of concrete on all sides of the plate. The beam is a W27 × 94 with F₁ = 345 MPa and the concrete strength is fe' = 21 MPa. Use LRFD. I B ln
Transcribed Image Text:Design a bearing plate of A36 (Fy = 248 MPa) steel to support a beam reaction consisting of 90-kN dead load and 225-kN live load. Assume that the bearing plate will rest on concrete with a surface area larger than the bearing area by an amount equal to 25 mm of concrete on all sides of the plate. The beam is a W27 × 94 with F₁ = 345 MPa and the concrete strength is fe' = 21 MPa. Use LRFD. I B ln
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