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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!+

this is OK, failure plane is at the interface between wall and slab... watch out for development lengths

Saw this at ACI 315-99 though its a little vague. My understanding is that the question i raised is OK as per ACI code. Please correct me if I am wrong..http://files.engineering.com/getfile.aspx?folder=9a04bb82-6b65-4604-b73b-cf878f03a903&file=ans.png

may i ask if which reasearch studied this? thanks slick

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

Thanks a lot! This helps a lot!

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!!