Engineered Wood Connections For Snow Loads
Dennis Keierleber, P.E.
Engineered wood products are changing light frame wood construction. Prefabricated wood I-joists have been used for decades and structural insulated panels (SIPs) have been around for approximately 20 years. Despite the increasing use of these products, the issues and special requirements of connection details continue to be poorly understood in the construction industry. Prescriptive designs and details are not what they seem and most connections may require substantiation with submitted calculations. This course offers a review of engineering mechanics as they relate to bending members installed on a rake, shows how to calculate the components of reactions on sloped bearing surfaces, and present recommended connection details with suggested calculations. This course will enable the designer to avoid potentially hazardous situations with I-joist and SIP connections and design and detail safe connections.
This course includes a multiple-choice quiz at the end, which is designed to enhance the understanding of the course materials.
At the conclusion of this course, the student will:
This course is intended for engineers, architects, contractors and structural plan reviewers with some basic knowledge of engineering mechanics.
Benefit for Attendee
Attendee of this course will be able to determine roof snow load from specified ground snow load, design safe connections for wood I-joists and structural insulated panels, and avoid potentially hazardous situations with connections of roof framing members.
Manufacturers’ details for roof connections with wood I-joists are limited to 70-psf ground snow load. Even within that limitation, some details shown are not adequate for the forces involved and/or are not completely described in the manufacturers’ literature. The manufacturers of structural insulated panels (SIP) show typical details but all SIPs, used as roof framing members, require calculations consistent with standard engineering practice be submitted for all connection details. This course will show how the designer can produce safe details and calculations for these products.
The course content is contained in the following PDF file:
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The course begins with the method of calculating roof snow load from specified ground snow load. Basic engineering mechanics are reviewed to obtain the reactions of the framing member. Calculations to resolve the reactions on sloped bearing surfaces are discussed and how those relate to the internal member forces. Typical details for wood I-joists at ridge beams, exterior walls and intermediate bearing points are shown with calculations on how the forces are resolved. Typical manufacturers’ details are shown for structural insulated panels (SIPs) at ridge and eave locations and issues with those details are discussed. Suggested details for SIPs at those locations, similar to the I-joist details, are presented.
Once you finish studying the above course content, you need to take a quiz to obtain the PDH credits.