rsbmusicguy
Structural
- Mar 21, 2019
- 44
Hey all,
I am reviewing a catwalk system where a guardrail is required however, there is an existing ceiling 40" above the top of the cat walk grading and therefore the required 42" guardrail cannot be obtained due to this constraint.
With this being the case, should the guard rail be designed for a worker to tie off onto the guard rail since it can't meet the height? Therefore the guard rail would have to be designed for the load of a worker falling off the platform with the lanyard pulling on the guard rail which will be greater than the required 200 # / 50 plf?
If anyone has ran into this let me know, I am having trouble finding any information. Thanks!
RSB
I am reviewing a catwalk system where a guardrail is required however, there is an existing ceiling 40" above the top of the cat walk grading and therefore the required 42" guardrail cannot be obtained due to this constraint.
With this being the case, should the guard rail be designed for a worker to tie off onto the guard rail since it can't meet the height? Therefore the guard rail would have to be designed for the load of a worker falling off the platform with the lanyard pulling on the guard rail which will be greater than the required 200 # / 50 plf?
If anyone has ran into this let me know, I am having trouble finding any information. Thanks!
RSB