I have the same feeling. It has a very high factor of safety. Just looking to see if anyone has come across this issue as putting that kind of load into an existing building requires significant reinforcement.
Hello everyone,
Has anybody ever been asked by a client to provide a tie off point on the top of a steel roof that has the capacity to withstand a 10,000 lbs ultimate load in any direction as prescribed in the NFPA? If so, do you mind sharing what kind of system you used?
I was thinking of...
