A 12mm bracket plate is connected to a column flange as shown in the figure below. The bracket transmits a load of W = 200 kN to the column flange. A 10mm fillet weld is provided along AB, BC and CD. If e = 350 mm, b = 200 mm and d %3D = 600mm, verify if the size of the weld provided is adequate. Allowable shearing stress in the fillet %3D weld can be taken to be 108 MPa. e W = 200 kN A the 11 12 mm C thick plate

A 12mm bracket plate is connected to a column flange as shown in the figure below. The bracket transmits a load of W = 200 kN to the column flange. A 10mm fillet weld is provided along AB, BC and CD. If e = 350 mm, b = 200 mm and d %3D = 600mm, verify if the size of the weld provided is adequate. Allowable shearing stress in the fillet %3D weld can be taken to be 108 MPa. e W = 200 kN A the 11 12 mm C thick plate

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter8: Eccentric Connections

Section: Chapter Questions

Problem 8.4.1P: Use an elastic analysis and determine the maximum load in the weld (in kips per inch of length).

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