A hanger is suspended from a plate that is welded to a wide flange beam as shown. The plate requires a 1”x1” chamfer in the inside corners to clear the fillet radius of the beam. A ¼ inch double sided fillet weld is used with no welds placed at 1”x1” from the inside corners as shown in the weld configuration. Determine the maximum load the hanger can carry using ASD and the Elastic method if the eccentricity of the load from beam centerline is 7”.

A hanger is suspended from a plate that is welded to a wide flange beam as shown. The plate requires a 1”x1” chamfer in the inside corners to clear the fillet radius of the beam. A ¼ inch double sided fillet weld is used with no welds placed at 1”x1” from the inside corners as shown in the weld configuration. Determine the maximum load the hanger can carry using ASD and the Elastic method if the eccentricity of the load from beam centerline is 7”.

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 8.4.13P

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