drile007
Structural
- Jul 14, 2007
- 194
Hello all,
I'm not soil mechanics expert but I know something...
I have a large slab fundation which one part is "supported" by basement concrete walls. I don't know how to calculate bearing resistance (with well known equations Terzaghi, Mayerhov, Brinch Hansen equations):
1) As one large rectengular footing with eccentric loading of the whole structure or.
2) As one small 1m2 rectengular footing with loading on that m2?
Which depth should I take for the embedment depth?
Thank you for your comments
I'm not soil mechanics expert but I know something...
I have a large slab fundation which one part is "supported" by basement concrete walls. I don't know how to calculate bearing resistance (with well known equations Terzaghi, Mayerhov, Brinch Hansen equations):
1) As one large rectengular footing with eccentric loading of the whole structure or.
2) As one small 1m2 rectengular footing with loading on that m2?
Which depth should I take for the embedment depth?
Thank you for your comments