GATE CE 2019 Set 1 — Question 46

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NAT+2 / -0HardEccentric ConnectionsConnections & Plastic AnalysisStructural EngineeringWelded Connections

Structural Engineering → Connections & Plastic Analysis → Eccentric Connections

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Question

A 16 mm16\text{ mm} thick gusset plate is connected to the 12 mm12\text{ mm} 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 350 kN350\text{ kN} acting at a distance of 100 mm100\text{ mm} from the flange plate. Size of fillet weld is 10 mm10\text{ mm}.
Front and side views of a gusset plate welded to an I-section flange showing a 500 mm vertical weld and a 350 kN load at 100 mm eccentricity
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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