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Pile Design
Hafsa Azmat reacted to Ayesha for a topic
I think you both are talking about the same thing. His statement is about ratio of slab thickness (h) to distance between piles (L) -> (h/L) being more than the code number and what you have referenced talks about distance between load points (L) to ratio of slab thickness (h) -> (L/h) which has to be less if the first statement is correct.1 point -
Pile Design
Saifuddin18 reacted to SALMAN CH for a topic
Dear Engr @UmarMakhzumi I just want to add something in it, I feel in this quote you wrote”MORE than require by code “by mistake, in simple words when the distance between supporting reactions is less than the twice depth of the member. I would like to add the ACI and AASHTO references in this regard. Thank You
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