Hi engineers,
For shear walls and columns as per the sketch below. I plan to make a big footing for them.
Could you please share some thoughts on how to design it? Thank you!
Thanks, everyone, for the reply.
It's about the column base design of a moderately ductile braced frame. The HSS178x178 column is to be centred with 200mm concrete walls. I am to design the base connections for edge and corner columns, both centred with the wall.
Hi there, I have an HSS 178X178 column (supported on the concrete column below) under an uplift of 1500 kN. Since this load is huge, I can't find any anchors that work. I am thinking to embed the baseplate in the concrete with fillet welded reinforcing bars that are spliced with the column...