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<p class=MsoNormal>Hi all,<o:p></o:p></p>
<p class=MsoNormal><o:p> </o:p></p>
<p class=MsoNormal>I’m constructing a building that has a double height
central section with glass along the perimeter which allows large amounts of
daylight into the space. I’m going to run some EEM analyses to determine which
glass packages optimize performance.<o:p></o:p></p>
<p class=MsoNormal><o:p> </o:p></p>
<p class=MsoNormal>I’ve followed what I found in the archive about making
the top shell “open to below” and the bottom shell “multi-story”.<o:p></o:p></p>
<p class=MsoNormal><o:p> </o:p></p>
<p class=MsoNormal>My question is: What is the most appropriate way to model the
atrium zone loads? Currently it’s “unconditioned” (as air is
supplied below the atrium) and I want to remove all of the loads that eQUEST
defaulted in. <o:p></o:p></p>
<p class=MsoNormal><o:p> </o:p></p>
<p class=MsoNormal>I have attached the PD2 and INP files. Any thoughts would be
much appreciated. Thanks!<o:p></o:p></p>
<p class=MsoNormal><o:p> </o:p></p>
<p class=MsoNormal><o:p> </o:p></p>
<p class=MsoNormal><img width=479 height=222 id="Picture_x0020_1"
src="cid:image003.jpg@01CAABCA.F66D4460"><o:p></o:p></p>
<p class=MsoNormal><o:p> </o:p></p>
<p class=MsoNormal>Regards,<o:p></o:p></p>
<p class=MsoNormal>Alex Krickx<o:p></o:p></p>
<p class=MsoNormal><o:p> </o:p></p>
<p class=MsoNormal><o:p> </o:p></p>
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