Hi guys!
is there a good source out there regarding calculation of soil bearing pressure (Bi-axial)?
Im looking for a source that would be applicable for all regular foundation shapes, e.g. square, octagon, cirlce, n-sides, etc.
Thanks!+
Sirs,
Good Morning!
Regarding development lengths, is it okay to ignore ldh for hooked bars but still hook it and let it equal to Ld for straight bars?
For more details please see attachment
Thank You in advance
Hello!!
I would just like to ask..
is it ok if Tank Load is greater than allowable soil bearing capacity (ex. Tank Load = 18ton/sq.m, SBC = 14 ton/sq.m) as long as it passes allowable settlement criteria?
Thanks in advance!!