[SML] Unistrut safety factor specs?

[Alex French]

On Thu, Feb 26, 2015 at 3:22 PM, DeLand, Justin via Stagecraft
<stagecraft at theatrical.net> wrote:
> It¹s 2 1/2.  http://www.unistrut.us/DB/PDF_Archive/No_12.pdf (Bottom of
> Page 67, also the first google response to "safety factor of P1000"

I believe that is specific to the information on page 67, not to the
beam and column loading data on other nearby pages.

Alex French