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Rafter Span Tables - myCarpentry

    https://www.mycarpentry.com/rafter-span-tables.html
    The braces need to be supported by a bearing wall, as shown in the diagram above. Example: In the rafter span table below, the highlighted cell (13-0), indicates that 2" x 8" Douglas Fir rafter, with a grade of #2, spaced 24" apart, can have a maximum span of 13 feet - 0 inches (13-0) if designing for a live load of 20 psf, and dead load of 20 psf.

Roof Rafter Spacing and Sizing: Complete Guide

    https://plasticinehouse.com/roof-rafter-spacing-and-sizing/
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Rafter unbraced length - Eng-Tips Engineering Forums

    https://www.eng-tips.com/viewthread.cfm?qid=219831
    If the rafter is sufficient to span the whole length unbraced then you do not need any fly braces (or knee braces or kicker braces). If it doesnt then you need to supply as many as required to get the effective length down to an acceptable length for the moment requirements. Usually you would do it one at the center or 2 at thirds.

7.2.9 Bracing for trussed rafter roofs - NHBC Standards …

    https://nhbc-standards.co.uk/7-roofs/7-2-pitched-roofs/7-2-9-bracing-for-trussed-rafter-roofs/
    Diagonal rafter bracing should be approximately 45° to the rafters on plan. Bracing for roofs that are approximately square Bracing for larger roofs Bracing for roofs less than 6.6m wide on detached or staggered/stepped buildings Bracing for mono-pitch trusses Intersection details should be formed by: 22mm x 97mm x 600mm timber splice plate

Calculating rafter size with purlin bracing - Stack Exchange

    https://diy.stackexchange.com/questions/113533/calculating-rafter-size-with-purlin-bracing
    The total span is ~23' and the purlin bracing is ~9' from one side and ~14' from the other. Is it calculated on total or clear span? Edit for clarification: It is purlin bracing with a strongback, aka "under-purlin" I'm trying to obtain a permit to extend my roof line over a room addition and porch.

Rafter Span Tables 2018 IRC - LearnFraming.com

    https://learnframing.com/rafter-span-tables-2018-irc/
    These rafter span tables provide the best reference to quickly and easily determine the maximum span for all grades of southern pine according to the 2018 International Residential Code. These eight tables are based on 16″ o.c. applications according to the 2018 International Residential Code. The focus is 20 PSF live load.

Rafter Spans and Purlin braces - The Building Code Forum

    https://www.thebuildingcodeforum.com/forum/threads/rafter-spans-and-purlin-braces.8777/
    I just finished a roof structure yesterday using 2x8 rafters 16" oc spanning 17' 6", over 2x8 joists 16" oc, purlin required one nominal size over the rafter on struts same as rafter size. Full width shear on attic wall to shear walls running 42' width of building with all the required hardware and transfer. On a 4-12 pitch ranch house.

Collar Ties, Rafter Ties, Purlins & Bracing | JWK Inspections

    http://www.jwkhomeinspections.com/blog/collar-ties-rafter-ties-purlins-san-antonio-home-inspector.html
    Rafter ties when not also serving as ceiling joists are required to be at least a 2x4 material and should be on edge. These rafter ties running perpendicular above the joists need to be a maximum of 48" on center apart, which would be every other rafter on a 24" o.c. spacing or every three rafters on a 16" on center spacing.

How to Size Roof Rafters? | Explained with Examples!

    https://buildingcodetrainer.com/how-to-size-roof-rafters/
    The tables provide the following information on them: Roof Rafter Spacing in inches (12, 16, 19.2, 24) Species and Grade of Lumber. Various Lumber Size Options (2×4, 2×6, 2×8, 2×10, 2×12) The maximum roof rafter span based on the lumber size, species/grade, and spacing used. Now, in order to correctly size roof rafters, lets take a look at ...

How it Works: Collar and Rafter Ties - Fine Homebuilding

    https://www.finehomebuilding.com/project-guides/framing/how-it-works-collar-and-rafter-ties
    Collar ties are necessary to prevent separation of the roof at the ridge due to wind uplift. Rafter ties resist the forces caused by gravity loads that would otherwise cause the roof to pancake and push out the sidewalls. Rafter ties are required by code, unless the house is designed so that the walls or a structural ridge beam carries the full ...

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