ACI318 Section D.7. Is anyone familiar with the reason that the traditional elliptical equation using the 5/3 exponential was replaced with Equation D-32? I couldn't find anywhere in the commentary that explained the reasoning. I ask because many anchor manufacturers publish load charts using...
I couldn't find a past thread on this so here is my question. Can you legally require a Professional Engineer to stamp a welding inspection report. I ran accross a specification that requires that the results of non destructive testing on a weld be stamped by a P.E. It seemed to me that since...
Good Afternoon all,
I'm looking for advice/comments centering around what I feel are excessive requests by an owner for backup calculations.
I read through JAE's thread507-89434 and a few other but haven't quite found what I'm looking for.
I primarily work with temporary structures/support...
