Bars overlaping place in combined foundation
Bars overlaping place in combined foundation
(OP)
I have foundation 12 m x 3 m
the distance between columns 10 m
can you advice for the bar overleaping position
the distance between columns 10 m
can you advice for the bar overleaping position






RE: Bars overlaping place in combined foundation
Find where the tensile stresses due to the applied moments are minimum. If practical, lap in this vicinity.