A 16 mm thick gusset plate is connected to the 12mm thick flange plate of an l-section using fillet welds on both sides as shwon in the figure (not drawn to scale). The gusset plate is subjected to a point load of 350 kN acting at a distance of 100 mm from the flange plate. Size of fillet weld is 10 mm. 350 N 100mm 16 mm thick gusset plate 500 mm 500 mm Fillet weld I-section Fillet weld Flange (12 mm thick) (Front view) (Side view)

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
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Author:Segui, William T.
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Chapter8: Eccentric Connections
Section: Chapter Questions
Problem 8.2.4P
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A 16 mm thick gusset plate is connected to the
12mm thick flange plate of an l-section using fillet
welds on both sides as shwon in the figure (not
drawn to scale). The gusset plate is subjected to a
point load of 350 kN acting at a distance of 100 mm
from the flange plate. Size of fillet weld is 10 mm.
350 N
100mm
16 mm thick
gusset plate
500 mm
500 mm
Fillet weld
I-section
Fillet
weld
Flange (12 mm thick)
(Front view)
(Side view)
Transcribed Image Text:A 16 mm thick gusset plate is connected to the 12mm thick flange plate of an l-section using fillet welds on both sides as shwon in the figure (not drawn to scale). The gusset plate is subjected to a point load of 350 kN acting at a distance of 100 mm from the flange plate. Size of fillet weld is 10 mm. 350 N 100mm 16 mm thick gusset plate 500 mm 500 mm Fillet weld I-section Fillet weld Flange (12 mm thick) (Front view) (Side view)
The maximum resultant stress (in MPa, round off
to 1 decimal place) on the fillet weld along the
vertical plane would be
Transcribed Image Text: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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