I am designing a structure where rivets are used at splice location. Do anyone have some document for reference, designing the connection shown in pictures?
I have generally designed ladders for 300 lbs load acting on rung. I researched a bit. It looks like ladder has to be designed for 2700 lbs (by manufacturer) acting at location of fall arrest system. I wanted to ask do we need to design anchors connected to wall/ nailing connected to wood block...
I am having a 2x10 joist having an opening more than permitted as per IBC in wood joist. It's alread constructed. It is 1 7/8" from top (whcih is <2" as per code) and havig 4" opening diameter.
What can be done?