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Gable End Bracing - South Carolina
https://doi.sc.gov/DocumentCenter/View/2547/Section-E-Gable-End-Bracing?bidId=
First, the most common type of failure is loss of roof sheathing from the gable end that results in the gable wall loosing its bracing along the top edge. This type of failure is shown in Figure 7. When winds blow against the gable end, they push it towards the interior of the house and push up on the roof overhanging the gable end.
Gable End Bracing - Structural building components
https://sbcindustry.com/content/1/gable-end-bracing-0
The webs are “studs” oriented vertically and usually spaced at 12, 16 or 24 in. O.C. The gable end frame is designed to transfer vertical loads from the roof to the continuous bearing wall below. Another way gable end frames are different from trusses placed in the interior of the structure is that frames experience perpendicular wind loads.
Bracing Roof Trusses | DoItYourself.com
https://assets.doityourself.com/stry/bracing-roof-trusses
Gable End Bracing | Structural Building Components …
https://sbcindustry.com/content/1/gable-end-bracing-1
Some building designers believe that gable end webs need to be L-braced to 90% of the web length, which sounds fine. However, they spec that scissors gable end webs need to be braced to 100% of the web length. That means that in the field they are notching the braces to fit around top and bottom chords – you can imagine how difficult that can be.
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