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  1. temporar

    Wind Loads on "Trussed Tower"

    Hi, I'm new and fairly lost. I'm trying find wind loads using the ASCE7 trussed tower section on some open framed tooling platforms (similar to attached picture). I'm having trouble deciding how to calculate and apply these loads. I've also been referencing the ANSI/TIA-222 to help clarify some...

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