- #1
Fantastic Fox
- 24
- 0
I have to design a lap fillet weld joining a plate to the top flange of an beam. There will be a force acting down on the plate so the weld will be bending. How do I calculate the stress on the weld?
l l <- Forces acting on the plate and beam
----------------- The plate is the length of the beam
l l <- Forces acting on the plate and beam
----------------- The plate is the length of the beam