SeizeTheMoment
Structural
- Sep 16, 2020
- 25
If we design the bent plate at pour stops to take the eccentric loads, we would have to consider the spandrel beam absorbing that moment as torsion. My question is - how would the weld from the bent plate transfer the load into the beam? I would assume it would have to be fixed, but I can't convince myself that a fillet weld at the overhang part of the beam and on the spandrel top flange acts as fixed. In my head, they both act as separate pinned connection where most of the moment would transfer into the closest weld. Welds with moment about its own axis won't work because it doesn't have enough resistance due to its super low section modulus about that moment.
Don't bend to the stress, seize the moment!
Don't bend to the stress, seize the moment!