Hi guys,
In this situation, where we have a plate being welded along the radius of an SHS, which dimension would you use as calculation throat, to assess the weld strength?
Would you consider a1? a2? or something different?
Thank you.
Hi all,
I'm designing a steel deck for a floor, with a group of simple supported beams, that will be connected at each end to a masonry wall made of granite (figure below). I´m trying to determine the number of anchor bolts that it will be required on the connection to the wall, but I'm having...
Greetings all,
I need to design a base plate connection for a column that is subject to high values of shear. I´m having trouble finding a reasonable solution by only accounting for friction+shear on anchor bolts. For that reason i will need to use a shear key welded to the base plate in order...