A joist cutting is used as bracket to support a factored load of 200 kN, It is welded to column flange as shown in the figure given below. Find the size of fillet weld. Grade of steel is Fe410, Use partial safety factor for shop weld, Ymw= 1.25, while calculating the moment of inertia, ignore the moment of inertia of the flange weld about it's own axis. Use limit state method. %3D 120 mm long weld biow bloll 200 kN 120 mm 170 mm 320 mm long weld 320 mm 400 mm ISMB 450 ISMB 400 View of weld from XX Vora 120 mm long weld

A joist cutting is used as bracket to support a factored load of 200 kN, It is welded to column flange as shown in the figure given below. Find the size of fillet weld. Grade of steel is Fe410, Use partial safety factor for shop weld, Ymw= 1.25, while calculating the moment of inertia, ignore the moment of inertia of the flange weld about it's own axis. Use limit state method. %3D 120 mm long weld biow bloll 200 kN 120 mm 170 mm 320 mm long weld 320 mm 400 mm ISMB 450 ISMB 400 View of weld from XX Vora 120 mm long weld

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 8.4.2P: Use an elastic analysis and determine the maximum load in the weld (in kips per inch of length).

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