Over Head Door Addition
Over Head Door Addition
(OP)
Adding an Over Head Door Assembly to a building. HSS columns on either side of the door. Looking for some guidance on how to calculate the shear load on the door and its transfer to adjacent columns and underlying foundation walls.
Help appreciated.
Help appreciated.
Thanks,
FEM4Structures






RE: Over Head Door Addition
RE: Over Head Door Addition
Do you see a reason why I should provide a Foundation Grade Beam between the two columns if the out of plane shear is not alot? Range approximately 4 kips tops.
Thanks,
FEM4Structures