SOG problem
SOG problem
(OP)
Hello,
I've designed steel frame structure (industrial building) that supoports crane with 10t capacity, fixed end columns with roof truss. Now i've forwarded my design with support reactions to a partner who decided on foundation system of SOG with haunched edge. Does anyone have more experience with it? Transfer of 100kNm moment in supports is what i'm worried about...
Thanks!
I've designed steel frame structure (industrial building) that supoports crane with 10t capacity, fixed end columns with roof truss. Now i've forwarded my design with support reactions to a partner who decided on foundation system of SOG with haunched edge. Does anyone have more experience with it? Transfer of 100kNm moment in supports is what i'm worried about...
Thanks!






RE: SOG problem
DaveAtkins
RE: SOG problem
Thank you Dave for sharing your experience.