Design a bearing plate to distribute the reaction of a W530 × 101 with a span length of 5 meters center-to-center of supports. The total service load, including the beam weight, is 120 kN/m, with equal parts dead and live load. The beam is to be supported on reinforced concrete walls with f c' = 20.68 MPa. For the beam, Fy = 345 MPa, and Fy = 248 MPa for the plate. Use LRFD. Additional section properties: bf = 210 mm, k = 30.2 mm, tw = 10.9 mm, d = 536mm, tf =17.4mm

Design a bearing plate to distribute the reaction of a W530 × 101 with a span length of 5 meters center-to-center of supports. The total service load, including the beam weight, is 120 kN/m, with equal parts dead and live load. The beam is to be supported on reinforced concrete walls with f c' = 20.68 MPa. For the beam, Fy = 345 MPa, and Fy = 248 MPa for the plate. Use LRFD. Additional section properties: bf = 210 mm, k = 30.2 mm, tw = 10.9 mm, d = 536mm, tf =17.4mm

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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Question

Topic: BEAM BEARING PLATES AND COLUMN BASE PLATES - STEEL DESIGN

Design a bearing plate to distribute the reaction of a W530 × 101 with a span
length of 5 meters center-to-center of supports. The total service load,
including the beam weight, is 120 kN/m, with equal parts dead and live load.
The beam is to be supported on reinforced concrete walls with f c' = 20.68
MPa. For the beam, Fy = 345 MPa, and Fy = 248 MPa for the plate. Use LRFD.
Additional section properties:
bf = 210 mm, k = 30.2 mm, tw = 10.9 mm, d = 536mm, tf =17.4mm

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Step 1: Introducing given data

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Step 2: Calculation of reaction

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Step 3: Calculation of length of bearing (lb)

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Step 4: Calculation of length of bearing (lb)

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Step 5: Calculate width of bearing plate

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Step 6: Calculate bearing plate dimensions

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