A bracket connection shown in figure, consists of a joist cutting welded to the flange of a column by shop fillet welds 8 mm on flanges and 6 mm on the web. Determine the safe service load 'W', the bracket can support at a distance of 200 mm from the face of the column if the steel grade is Fe 410. 200 200 8V 150 200 W 8 V 150 N 150 250 Partial factor of safety on shop weld Yield strength of steel = 250 MPa. 200 = 1.25 250 A

A bracket connection shown in figure, consists of a joist cutting welded to the flange of a column by shop fillet welds 8 mm on flanges and 6 mm on the web. Determine the safe service load 'W', the bracket can support at a distance of 200 mm from the face of the column if the steel grade is Fe 410. 200 200 8V 150 200 W 8 V 150 N 150 250 Partial factor of safety on shop weld Yield strength of steel = 250 MPa. 200 = 1.25 250 A

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.3.8P

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