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PROBLEM 5.11-2 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 0 24 mm 1.6 m 1450 mm 24 mm tructed of two

PROBLEM 5.11-2 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 0 24 mm 1.6 m 1450 mm 24 mm tructed of two

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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PROBLEM 5.11-2 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 0 24 mm 1.6 m 1450 mm 24 mm tructed of two
Transcribed Image Text:PROBLEM 5.11-2 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 0 24 mm 1.6 m 1450 mm 24 mm tructed of two
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