Reinforcing Steel Laps
Reinforcing Steel Laps
(OP)
Looking for a few opinions. I am building a pylon, with reinforcing steel, predominantly bundled bars, ranging from No. 9 to No. 14. With the exception of the No. 14 bars, I would like to lap, instead of mechanically coupling, the reinforcing steel. Some have advised me that the laps must be staggered at least 24 inches, other have told me the laps must be staggered the length of the lap. Is there an industry standard? Code stipulation?





RE: Reinforcing Steel Laps
RE: Reinforcing Steel Laps
yakov@yakpol.net
RE: Reinforcing Steel Laps
Regards