From: "Haan, Scott M." <HaanSM(--nospam--at)ci.anchorage.ak.us>
Date: Wed, 21 Mar 2001 15:56:16 -0900
I was going to try that next. Thank you!!
Scott M Haan P.E.
Plan Review Engineer
Building Safety Division http://muni.org/building,
Development Services Department,
Municipality of Anchorage
phone: 907-343-8183 fax: 907-249-7399
> -----Original Message-----
> From: David B Merrick [SMTP:mrkgp(--nospam--at)pacbell.net]
> Sent: Wednesday, March 21, 2001 1:51 PM
> To: SEAINT
> Subject: perforated shear wall equaiton correction
> Disregard the previous equation on the perforated shearwall. (I switched
> The equation is
> Co = 100/(B(1-3A)+3A)
> Reference table 2305.3.7.2
> Let A= the ratio of maximum opening height to the wall height.
> That's the value across the top of the chart.
> Let B= percent of full height sheathing to full length of wall.
> That's the left column on chart.
> David Merrick