Great stuff- I'm looking at Table 1911.2 in IBC 2006 and noticed the values where extremely conservative. 4000 psi concrete, with a 1" dia bolt and 7" embed is only good for 3650 lb in tension. I quickly compared that to a hilti RE-500 epoxy anchor (which intuitively should be significantly...
Hi, I am relatively new to ETABS and have been designated the "expert" in my office (no one truly knows how to use it).
I want to create steel platforms with channels, etc. with metal grating. Is there a good way to do this? Everything is going to be pinned (no moment frames) with lateral...
