Aug 12, 2010 #1 eit09 Civil/Environmental Joined Jul 8, 2009 Messages 183 Location US 1. I spec out on my dwgs 6" of pile embedment and 3" clear above the pile to first layer of rebar. When you calculate the S&T reinforcement do you use the full depth of the pile cap or do you use the depth minus 9"?
1. I spec out on my dwgs 6" of pile embedment and 3" clear above the pile to first layer of rebar. When you calculate the S&T reinforcement do you use the full depth of the pile cap or do you use the depth minus 9"?
Aug 15, 2010 #2 rowingengineer Structural Joined Jun 18, 2009 Messages 2,477 Location AU depth minus 9" for the tension reo. An expert is a man who has made all the mistakes which can be made in a very narrow field Upvote 0 Downvote
depth minus 9" for the tension reo. An expert is a man who has made all the mistakes which can be made in a very narrow field