LRFD Footing Design
LRFD Footing Design
(OP)
I dont have a full geotech report, but I do have a ultimate bearing capacity (strength limit state) of 12.5+1.5Bf. What is the 1.5Bf? 1.5*Width of footing?
I have never come across that before. Any ideas?
I have never come across that before. Any ideas?






RE: LRFD Footing Design
Maine EIT, Civil/Structural.
RE: LRFD Footing Design
RE: LRFD Footing Design
RE: LRFD Footing Design
RE: LRFD Footing Design
Maine EIT, Civil/Structural.
RE: LRFD Footing Design
RE: LRFD Footing Design
A 'good' pressure here is 5 ksf.
RE: LRFD Footing Design
RE: LRFD Footing Design