Date: Tue, 4 Jan 2000 06:52:29 -0800 <GKhosrownia(--nospam--at)spk.usace.army.mil>
OK, I had missed two important points.
From: Phil Hodge [mailto:phil(--nospam--at)joistdesign.com]
Sent: Monday, January 03, 2000 9:03 PM
Subject: Re: Framing Decisions
I disagree. 40' cold formed purlins are not usually practical, and standing
seam deck is likely to leak at 1/4" slope.
"Khosrownia, Ghassem SPK" wrote:
> It sounds like you need to use a system similar to pre-engineered
> rigid frames plus cold formed purlins and standing seam roofing. Much
> cheaper than the conventional framing you are proposing.