[SML] Rigging Question

[Steven Hood]

Another option may be a long piece of P1001 (back-to-back) unistrut. They 
make a clamp that'll run between the flanges and keep the strut betwwen the 
vertical webs of the beam. Mind, strut only comes up to 20' long.
Hth,
Steven R Hood
310.756.3555



On July 19, 2016 6:29:37 AM Dave Vick via Stagecraft 
<stagecraft at theatrical.net> wrote:

> On Tuesday, July 19, 2016, Jeffrey E. Salzberg via Stagecraft <
> stagecraft at theatrical.net> wrote:
>
> Is it possible/feasible/advisable to rig a support pipe across the two
>> vertical I-beams?
>>
>
>
> It's possible, yes... Beam-clamp a member (pipe, junior beam, &c.) across
> the span between your two structural beams, and tie Tab A's top end to that.
>
> But I don't believe it'd be advisable. I'd want to keep weight on the tab
> to an absolute bare minimum, and weld the tab pipe to the spanning member,
> with the best weldor or welding shop I could find to fabricate it.  It
> wouldn't be cheap, nor easy to install.
>
> HTH,
>
>
> --
> Dave Vick
> Just Another Guy Tryin' To Survive
> Sent from the DavePad
>
>
>
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