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<p style="margin: 0 0 1em 0; color: black;">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.<br>
Hth,<br>
Steven R Hood<br>
310.756.3555<br>
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<p
style="color: black; font-size: 10pt; font-family: Arial, sans-serif; margin: 10pt 0;">On
July 19, 2016 6:29:37 AM Dave Vick via Stagecraft
<stagecraft@theatrical.net> wrote:</p>
<blockquote type="cite" class="gmail_quote"
style="margin: 0 0 0 0.75ex; border-left: 1px solid #808080; padding-left: 0.75ex;">
On Tuesday, July 19, 2016, Jeffrey E. Salzberg via Stagecraft <<a
href="mailto:stagecraft@theatrical.net">stagecraft@theatrical.net</a>>
wrote:<div><br><blockquote class="gmail_quote"
style="margin:0 0 0 .8ex;border-left:1px #ccc solid;padding-left:1ex">
<div bgcolor="#FFFFFF" text="#000000"><span
style="color:rgb(29,33,41);font-family:helvetica,arial,sans-serif;font-size:14px;font-style:normal;font-variant:normal;font-weight:normal;letter-spacing:normal;line-height:19.32px;text-align:start;text-indent:0px;text-transform:none;white-space:normal;word-spacing:0px;display:inline!important;float:none;background-color:rgb(255,255,255)">Is
it
possible/feasible/advisable to rig a support pipe across the two
vertical I-beams?</span><br>
</div><div bgcolor="#FFFFFF"
text="#000000"></div></blockquote><div><br></div><div><br></div><div>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.</div><div><br></div><div>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.</div></div><div><br></div><div>HTH,</div><br><br>--
<br>Dave Vick<br>Just Another Guy Tryin' To Survive<br>Sent from the
DavePad<br>
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