DaveHolder
Structural
- Jun 13, 2013
- 80
I'm not sure if anyone else came across a similar exercise. Could you please share your thoughts on the following: I'm currently putting together some work examples. designing Steel frame within an existing structure, steel columns attached to existing wall .
I was wondering if it is possible to build mass foundation 1 sq meter beneath existing 0.6m wide strip footing; the new foundations must be central to steel columns, otherwise, the bearing pressure is greater than the allowable if designed as an edge foundation. Your ideas are greatly appreciated.
I was wondering if it is possible to build mass foundation 1 sq meter beneath existing 0.6m wide strip footing; the new foundations must be central to steel columns, otherwise, the bearing pressure is greater than the allowable if designed as an edge foundation. Your ideas are greatly appreciated.
