Anybody has practiced and designed platforms (CEMs Platform) for tall industrial stacks can tell me whats typical live load to design those platforms?
This is for an old smokestack that was designed (the platform) 1992 in US and I am trying to learn what live load it was designed for?
Any industry standard number for these platforms?
Thank you,
Skj
This is for an old smokestack that was designed (the platform) 1992 in US and I am trying to learn what live load it was designed for?
Any industry standard number for these platforms?
Thank you,
Skj