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Cantilevered Crane Loading Platforms - Design Guidance

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Soooo no scaffold designers/inspectors out there? Anybody?
 
If you can't find advice elsewhere, why not use the Victorian standard, along with a good dose of engineering judgment? The problem wouldn't differ across state lines.
 
I am using it it's the only guide I could find. I'm a little unsure about what dynamic factor to use and if there are any other issues I should be aware of.
 
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