Q-A 16 mm thick gusset plate is connected to the 12mm thick flange plate of an I-section using fillet welds on both sides as shown in the figure (not drawn to scale). The gusset plate is subjected to a point load of 300 kN acting at a distance of 100 mm from the flange plate. Size of fillet weld is 10 mm. 300 N 500 mm l-section (Front view) 100mm 16 mm thick gusset plate 500 mm Filletweld Flange (12 mm thick) Fillet weld (Side view)
Q-A 16 mm thick gusset plate is connected to the 12mm thick flange plate of an I-section using fillet welds on both sides as shown in the figure (not drawn to scale). The gusset plate is subjected to a point load of 300 kN acting at a distance of 100 mm from the flange plate. Size of fillet weld is 10 mm. 300 N 500 mm l-section (Front view) 100mm 16 mm thick gusset plate 500 mm Filletweld Flange (12 mm thick) Fillet weld (Side view)
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 8.5.5P
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The maximum resultant stress (in MPa, round off to 1 decimal place) on the fillet weld along the vertical plane would be
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