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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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