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SAMPLE PROBLEM 3: A 750 x 173 beam is supported by a masonry wall with an allowable bearing stress of concrete Fp = 5.18 MPa. The beam reaction is 466KN and the length of bearing N is limited to 150 mm. Use A 36 steel Fy = 250 MPa. Properties of W750 x 173 d= 762.25 mm br=266.57 mm tr=21.59 mm USE LRED tw 14.35 mm K = 41.28 mm a) Determine the width of bearing plate due to bearing strength of concrete wall. b) Determine the length of bearing plate due to web yielding c) Determine the size of the bearing plate to support the beam.

SAMPLE PROBLEM 3: A 750 x 173 beam is supported by a masonry wall with an allowable bearing stress of concrete Fp = 5.18 MPa. The beam reaction is 466KN and the length of bearing N is limited to 150 mm. Use A 36 steel Fy = 250 MPa. Properties of W750 x 173 d= 762.25 mm br=266.57 mm tr=21.59 mm USE LRED tw 14.35 mm K = 41.28 mm a) Determine the width of bearing plate due to bearing strength of concrete wall. b) Determine the length of bearing plate due to web yielding c) Determine the size of the bearing plate to support the beam.

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

 

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SAMPLE PROBLEM 3: A 750 x 173 beam is supported by a masonry wall with an allowable bearing stress of concrete Fp = 5.18 MPa. The beam reaction is 466KN and the length of bearing N is limited to 150 mm. Use A 36 steel Fy = 250 MPa. Properties of W750 x 173 d = 762.25 mm b=266.57 mm tf=21.59 mm USE LRFD tw 14.35 mm K = 41.28 mm a) Determine the width of bearing plate due to bearing strength of concrete wall. b) Determine the length of bearing plate due to web yielding c) Determine the size of the bearing plate to support the beam.
Transcribed Image Text:SAMPLE PROBLEM 3: A 750 x 173 beam is supported by a masonry wall with an allowable bearing stress of concrete Fp = 5.18 MPa. The beam reaction is 466KN and the length of bearing N is limited to 150 mm. Use A 36 steel Fy = 250 MPa. Properties of W750 x 173 d = 762.25 mm b=266.57 mm tf=21.59 mm USE LRFD tw 14.35 mm K = 41.28 mm a) Determine the width of bearing plate due to bearing strength of concrete wall. b) Determine the length of bearing plate due to web yielding c) Determine the size of the bearing plate to support the beam.
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