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iutdl r v 1't 1 C YY co MEMBER REPORT PASSED <br />MAIN, MB#9 <br />2 piece(s) 2 x 6 HF No.2 - <br />LTveral I Length: d' 3" <br />All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. <br />Design Result <br />Actual 0 Location <br />Allowed <br />Result <br />LDF <br />Lwd:Combinadon (Pattern) <br />Member Reaction (Ibs) <br />182 @ 0 <br />1823 (1.50") <br />Passed (10%) <br />1.0 D + 1.0 S (All Spans) <br />Shear (Ibs) <br />132 @ 7" <br />1898 <br />Passed (7%) <br />1.15 <br />1.0 D + 1.0 5 (All Spans) <br />Momert (Ft-Ibs) <br />194 @ 2' 1 112" <br />1562 <br />Passed (12%) <br />1.15 <br />1.0 D + 1.0 S (All Spans) <br />Live Load Deft. (in) <br />0.007 @ 2' 1 1/2" <br />0.142 <br />Passed (L/999+) <br />1.0 D + 1.0 S (All Spans) <br />Total Load Defl. (in) <br />0.012 @ 2' 1 1/2" <br />1 0.213 <br />Passed (L/999+) <br />1.0 D + 1.0 S (All Spans) <br />ueuca.uun cur.rnn: u_ ttlsou) ana i L ty[vu). <br />• A 2.5% decrease in the moment capacity has been added to account for lateral stability. <br />• Applicable calculations are based on Nos. <br />support <br />Searing Length <br />Loads to Suppo t (Ibs) <br />AcCessodes <br />Total <br />Ave ble <br />Required <br />Dead <br />Root Live <br />Snow <br />Factma! <br />1 -Trimmer- HF <br />1.50" <br />1.50" <br />1. 0" <br />76 <br />85 <br />106 <br />182 <br />None <br />2 - Trimmer - HF <br />150" <br />1.50" <br />1.50" <br />76 <br />85 <br />106 <br />162 <br />None <br />Lateral Bracing <br />Sradrrp Intvak <br />COWAUBr is <br />Top Edge (Lu) <br />End Bearing Points <br />Bottom Edge (Lu) <br />End Bearing Points <br />Vertical Loatdsl <br />Location <br />hlbWtry Width <br />Dead <br />(0.90) <br />Roof Live <br />(non-snow:1.25) <br />Snow <br />(1.15) <br />Comments <br />0 - Self Weight (PF) <br />0 to 4' 3" <br />N/A <br />4.2 <br />1 - Uniform (PSF) <br />0 to 4' 3" <br />2' <br />15.8 <br />20.0 <br />25.0 <br />Roof <br />I <br />System: Wall <br />Member Type : Header <br />Building Use : Residential <br />Building Code : IBC 2018 <br />Design Methodology: ASD <br />W rhmuser 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. lie 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 W 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.weyerhaeuser.com/wDodproducts/document-librdry. <br />The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator <br />ForbeWFa Software Operator lob Hates 10/8/2023 9:45:37 PM UTC <br />Chris Lalonde <br />Structura Design Associates ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 <br />(425) 339-0293 <br />cialondeinisdaeverett.com "fryer; acuu.. File Name: 9902 <br />1--.- — — <br />