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ii4i r u m it a vv c o <br />MEMBER REPORT <br />MAIN, RAF#1 <br />1 piece(s) 2 x 8 HF No.2 @ 24" OC <br />Sloped Length: 5' 4 5116" <br />3' <br />• <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />Design Results <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />Design Results <br />Actual 0 Lo_tlarl <br />Allowed <br />RhwYk <br />I DF <br />Load: Combination (Fattem) <br />Member Reaction (Ibs) <br />569 @ 3' 1 3/4" <br />2241 (3.50") <br />Passed (25%) <br />1.0 D + 1.0 S (All Spans) <br />Shear (Ibs) <br />254 @ 3' 10 3/8" <br />1251 <br />Passed (20%) <br />1.15 <br />1.0 D + 1.0 5 (All Spans) <br />Moment (Ft-Ibs) <br />-404 @ 3' 1 3/4" <br />1443 <br />Passed (2801.) <br />1.15 <br />1.0 D + 1.0 5 (All Spans) <br />Live Load Defl. (in) <br />0.032 @ 0 <br />0.332 <br />Passed (2L/999+) <br />- <br />1.0 D + 1.0 5 (Aft Spans) <br />Total Load Defl. (in) <br />0.05200 <br />0A42 <br />Passed (2L/999+) <br />1.0 D + 1.0 S (Alt Spans) <br />• uenecoon criteria: u tyzqu) ana I L (L/1ti11). <br />• Overhang deflection criteria: U. (21-/240) and TL (21-/180). <br />• Left cantilever length exceeds 113 member length or 1/2 back span length. Additional bracing should be considered. <br />• A 15% increase in the moment capacity has been added to account for repetitive member usage. <br />• A 2.3% decrease in the moment capacity has been added to account for lateral stability. <br />• Applicable calculations are based on NDS. <br />Supports <br />Bearing Length <br />Loads to Supports (Ibs) <br />Accessories <br />Total <br />Available <br />Required <br />Dead <br />Roof Live <br />Snow <br />Factored <br />1 - Beveled Pidte - SPF <br />3,50" <br />3.50" <br />1.50" <br />221 <br />279 <br />3,19 <br />569 <br />Blocking <br />2 - Hanger on 7 1/4" HF beam <br />3.50" <br />Hangers <br />1.50" <br />-60 <br />92. <br />115 <br />175 <br />See note a <br />u —.",y ra.+sFa m a: aynu _ (a _.' y i w etraua np1AiM1At ux&c uj' m>t,.rve 0.nent arp,h me nan roan w nplareu to cne ❑ieitner oemg nesignea. <br />• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the harger <br />• r See Connector grid below for additional information and/or requirements. <br />Lateral Bracing <br />Bracing Intervals <br />Comments <br />Top Edge (Lu) <br />End Bearing Points <br />Bottom Edge (L.u) <br />End Bearing Points <br />PASSED <br />I <br />Member Length : 5' 3" <br />System : Roof <br />Member Type : Joist <br />Building Use : Residential <br />Building Code : IBC 2018 <br />Design Methodology : Aso <br />Member Pitch : 4/12 <br />Connector: Simpson Strong -Tie <br />Support <br />Model Seat Length Top Fasteners F�10dxl�-�� <br />Member Fasteners <br />Accessories <br />2 - Face Mount Hanger <br />LRU26Z 1.94" NJA <br />5 ;.Od <br />nocr 1 —ana ni5uuuauuz 1.1 lauhnr msrnuduun dnu use or du ConneLlQF,. <br />Vertical Load <br />w.�.. <br />Location (Side) <br />- <br />Spacing <br />Dead <br />(0.90) <br />Roof Live <br />(non -snow: 1.25) <br />Snow <br />(1.15) <br />Comments <br />i 1 - Uniform (PSF) <br />r ;;,h 4' 1 ` <br />24" <br />15.0 <br />20.0 <br />25.0 <br />RF <br />Weyerhaeuser Notes <br />Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties <br />related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is <br />responsible to assure that this calculation is compatible with the overall project Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at <br />Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 <br />and/or tested in accordance with applicable ASTM standards- For current code evaluation reports, Weyerhaeuser product literature and installation details refer to <br />www.we•,rerhaeuser.comjwoodproducts/document-library. <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />FortawEs Software operator Job Notes 10/8/2023 9:45:37 PM UTC <br />Chris Lalonde <br />Structural Design Associates ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />(425) 339-0293 <br />clalonde(psdaever--tt.com Wererhxeurr File Name: 9902 <br />