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Canadian VersionUS VersionProductsPricing and PurchaseSupport and TrainingSoftware DownloadsFAQContact Us
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Here are the options on how to purchase new versions and upgrades of WoodWorks® software
Option 1: Order on-line at:
https://shop.cwc.ca
Option 2: Please print:
Order form (18 KB) 
Email completed order form as attachment:
 Email Sales Order Desk
OR
Fax completed order form to:
 (613) 747-6264
WoodWorks® consists of three modules available separately or packaged in a cost saving Design Office suite:
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Sizer 
Size beams, joists, columns and wall studs, one at a time or in a system, under various load conditions
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Shearwalls
Automatically generates seismic and / or wind loads following either ASCE7-05 or UBC 97, distributes them to shearlines based on flexible and rigid diaphragm analysis, and designs wood perforated (no hold-downs at openings) or segmented shearwalls to resist them
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Connections
Design new connections using bolts, nails or shear plates, or check the capacity of existing connections |
Based on the American Forest & Paper Association's National Design Specification® (NDS®) for Wood Construction
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November 26, 2009 New Service Release now available!
USA Design Office 8 SR2 and Sizer 8 Stand-alone SR2 are now available!
Existing users with current email addresses will receive a notification of the release, with instructions on how to download. If you have not been emailed a link to the Service Release by Tuesday, December 1, 2009, please notify Sales Support.
March 2009 New Service Releases now available!
USA Design Office 8 SR1a, Sizer Stand-alone 8.11, Shearwalls Stand-alone 8.11 and Connections Stand-alone 8.1 Service Releases are now available!
Existing users with current email addresses will receive a notification of the release, with instructions on how to download. If you have not been emailed a link to the Service Release by Monday, March 17, 2009, please notify Sales Support.
USA Design Office 8 is now available! To order your copy, fax or email your order form.
WoodWorks® Design Office 8 complies with the IBC 2006 referenced standard ASCE7-05.
Users with current email addresses will receive a notification of the release, with instructions on how to purchase and download.
July 2007 Sizer 7.1 (SR2) SCL Bending Moment Design.
The Cv factor for structural composite lumber (LVL and PSL)was being applied twice whenever Cv was > 1.0, so that the increase in moment resistance was the square of the Cv factor. This created a non-conservative error in bending moment design of between one and 10% for members less than 12” in depth.
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