accounting for workers' presence in design?
accounting for workers' presence in design?
(OP)
I have a vague recollection of some design provision that included a 300-lb. load at 12" eccentricity to account for a worker that might be hanging off the structure during the member's installation.
I was pretty sure that this was somewhere in AISC 360 but that would appear not to be the case.
Does anyone know what I am thinking of?
Hg
I was pretty sure that this was somewhere in AISC 360 but that would appear not to be the case.
Does anyone know what I am thinking of?
Hg
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RE: accounting for workers' presence in design?
RE: accounting for workers' presence in design?
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