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)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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: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)
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