Oct 10, 2001 #1 visitor New member Mar 28, 2002 117 In case of eccentric pile footing and I design tied-beam to correct them. Can I depress tied-beam into footing body(Top level of beam as top of footing).
In case of eccentric pile footing and I design tied-beam to correct them. Can I depress tied-beam into footing body(Top level of beam as top of footing).
Oct 10, 2001 #2 ishvaaag Structural Aug 17, 2001 3,665 Yes, I think that this shouldn't create any problem and in fact think to have done it a number of times to correct the effect of misplaced piles. In any case put the lower reinforcement of the pilecap the lower. Upvote 0 Downvote
Yes, I think that this shouldn't create any problem and in fact think to have done it a number of times to correct the effect of misplaced piles. In any case put the lower reinforcement of the pilecap the lower.
