A question has recently come up regarding the design of anchorage for transformers that are supported by foundations on-grade in California.
From ASCE 7-16, it's my understanding that the anchorage should be designed per Chapter 13 with the height in structure at point of attachment (z) set to...
Found this old post (thread507-375408) regarding designing unreinforced masonry per ASCE 41-13, but unfortunately the answers to the questions weren't posted. I'm running into the same problems with a project that I'm currently working on, and using ASCE 41-13 for checking existing unreinforced...
Hi. I’m a Professional Engineer in structural looking to start up a little side-business in Idaho, and I have a couple of questions regarding contracting and liability. I think that my situation is pretty commonplace, and I hope to tap into other’s expertise for advice. (I apologize if these...
