5.11-3 A welded steel girder having the cross section shown in the figure is fabricated of two 450 mm x 24 mm flange plates and a 1.6 mm × 10 mm web plate. The plates are joined by four longitudinal fillet welds that run continuously throughout the length of the girder. If the girder is subjected to a shear force of 1300 kN, what force F (per meter of length of weld) must be resisted by each weld? 10 mm PROBLEM 5.11-3 24 mm Ο 1.6 m 450 mm 24 mm

5.11-3 A welded steel girder having the cross section shown in the figure is fabricated of two 450 mm x 24 mm flange plates and a 1.6 mm × 10 mm web plate. The plates are joined by four longitudinal fillet welds that run continuously throughout the length of the girder. If the girder is subjected to a shear force of 1300 kN, what force F (per meter of length of weld) must be resisted by each weld? 10 mm PROBLEM 5.11-3 24 mm Ο 1.6 m 450 mm 24 mm

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.5.2P

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