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<p class=MsoNormal><font size=2 color=navy face=Arial><span style='font-size:
10.0pt;font-family:Arial;color:navy'>Bob,<o:p></o:p></span></font></p>
<p class=MsoNormal><font size=2 color=navy face=Arial><span style='font-size:
10.0pt;font-family:Arial;color:navy'><o:p> </o:p></span></font></p>
<p class=MsoNormal><font size=2 color=navy face=Arial><span style='font-size:
10.0pt;font-family:Arial;color:navy'>I may be missing the point here. But if
you are doing a pole mount, the concrete is primarily providing ballast (to
counteract the uplift forces of wind). The sideways forces are counteracted by
the diameter and depth of the hole in the ground (the physical dimensions if
you wish) and the compaction value of the soil; not the weight of the material
that fills the hole.<o:p></o:p></span></font></p>
<p class=MsoNormal><font size=2 color=navy face=Arial><span style='font-size:
10.0pt;font-family:Arial;color:navy'><o:p> </o:p></span></font></p>
<p class=MsoNormal><font size=2 color=navy face=Arial><span style='font-size:
10.0pt;font-family:Arial;color:navy'>I know I am using layman’s terms but
I think that the <span class=SpellE>jist</span> of what I am saying is true. <o:p></o:p></span></font></p>
<p class=MsoNormal><font size=2 color=navy face=Arial><span style='font-size:
10.0pt;font-family:Arial;color:navy'><o:p> </o:p></span></font></p>
<p class=MsoNormal><font size=2 color=navy face=Arial><span style='font-size:
10.0pt;font-family:Arial;color:navy'>So you don’t need rebar to provide
weight to counteract uplift forces, but rebar may be need to keep the concrete
mass in one piece.<o:p></o:p></span></font></p>
<p class=MsoNormal><font size=2 color=navy face=Arial><span style='font-size:
10.0pt;font-family:Arial;color:navy'><o:p> </o:p></span></font></p>
<p class=MsoNormal><font size=2 color=navy face=Arial><span style='font-size:
10.0pt;font-family:Arial;color:navy'>I would be surprised if Array Technologies
didn’t have structural engineering reports specifying concrete and rebar
needed for their pole mounts (are you using their product?). Most <span
class=SpellE>AsHJ</span> will defer to a stamped engineering report from the
manufacturer as to how to install their product.<o:p></o:p></span></font></p>
<p class=MsoNormal><font size=2 color=navy face=Arial><span style='font-size:
10.0pt;font-family:Arial;color:navy'><o:p> </o:p></span></font></p>
<p class=MsoNormal><font size=2 color=navy face=Arial><span style='font-size:
10.0pt;font-family:Arial;color:navy'>- Peter<o:p></o:p></span></font></p>
<p class=MsoNormal><font size=2 color=navy face=Arial><span style='font-size:
10.0pt;font-family:Arial;color:navy'><o:p> </o:p></span></font></p>
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<p class=MsoNormal><b><font size=2 face=Tahoma><span style='font-size:10.0pt;
font-family:Tahoma;font-weight:bold'>From:</span></font></b><font size=2
face=Tahoma><span style='font-size:10.0pt;font-family:Tahoma'>
re-wrenches-bounces@lists.re-wrenches.org
[mailto:re-wrenches-bounces@lists.re-wrenches.org] <b><span style='font-weight:
bold'>On Behalf Of </span></b>bob<br>
<b><span style='font-weight:bold'>Sent:</span></b> Friday, March 12, 2010 9:52
AM<br>
<b><span style='font-weight:bold'>To:</span></b> 'RE-wrenches'<br>
<b><span style='font-weight:bold'>Subject:</span></b> [RE-wrenches] rebar v/s
fiber</span></font><o:p></o:p></p>
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<p class=MsoNormal><font size=3 face="Times New Roman"><span style='font-size:
12.0pt'><o:p> </o:p></span></font></p>
<p class=MsoNormal><font size=3 color=black face=Calibri><span
style='font-size:12.0pt;font-family:Calibri;color:black'>I have to put in a
panel mount and am looking for advice as to whether concrete and rebar is the
way to go or my concrete guy is recommending the fiber mixed into the concrete
with no rebar.<o:p></o:p></span></font></p>
<p class=MsoNormal><font size=3 color=black face=Calibri><span
style='font-size:12.0pt;font-family:Calibri;color:black'><o:p> </o:p></span></font></p>
<p class=MsoNormal><font size=3 color=black face=Calibri><span
style='font-size:12.0pt;font-family:Calibri;color:black'>This will have to be a
tall pole mount and I just wanted to pick the collective experience of the
group.<o:p></o:p></span></font></p>
<p class=MsoNormal><font size=3 color=black face=Calibri><span
style='font-size:12.0pt;font-family:Calibri;color:black'><o:p> </o:p></span></font></p>
<p class=MsoNormal><font size=3 color=black face=Calibri><span
style='font-size:12.0pt;font-family:Calibri;color:black'>Any ideas as to how to
go at this?<o:p></o:p></span></font></p>
<p class=MsoNormal><font size=3 color=black face=Calibri><span
style='font-size:12.0pt;font-family:Calibri;color:black'>Thanks,<o:p></o:p></span></font></p>
<p class=MsoNormal><font size=3 color=black face=Calibri><span
style='font-size:12.0pt;font-family:Calibri;color:black'>Bob<o:p></o:p></span></font></p>
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