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FO RT E W E B MEMBER REPORT PASSED <br />Main Floor, Floor: MJ-01 <br />1 piece(s) 117/8" TJI® 210 @ 16" OC <br />0 <br />Overall Length: 19' 4" <br />19' 4. <br />0 <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 C Lamuon <br />Allowed <br />Result <br />WF <br />Load: Combination (Pattern) <br />Member Reaction Qbs) <br />688 @ 3 1/2" <br />1005 (1.75") <br />Passed (66%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Shear (Ibs) <br />688 @ 3 1/2" <br />1655 <br />Passed (42%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Moment (Ft-Ibs) <br />3223 @ 9' 8" <br />3795 <br />Passed (85%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in) <br />0.425 @ 9' 8" <br />0.469 <br />Passed (L/529) <br />-- <br />1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (in) <br />0.585 @ 9' 8" <br />0.938 <br />1 Passed (1-/385) <br />— <br />1.0 D + 1.0 L (All Spans) <br />TI-Pro'" Rating <br />40 <br />40 <br />1 Passed <br />• Deflection criteria: LL (L/480) and TL (1-1240). <br />• Allowed moment does not reflect the adjustment for the beam stability factor. <br />• A structural analysis of the deck has not been performed. <br />• Deflection analysis is based on composite actior with a single layer of 23/32" Weyerhaeuser EdgeTM Panel (24" Span Rating) that is glued and nailed down. <br />• Additional considerations for the TJ-ProT" Rating include: 1/2' Gypsum ceiling. <br />Supports <br />Bearing Length <br />Lamb toSupports (ibs) <br />Aoeassorles <br />TOM <br />Available <br />Required <br />Dead <br />Floor Lhre <br />Factored <br />1 - Hanger on 11 7/8" LSL beam <br />3.50" <br />Hanger' <br />1.75" / - <br />193 <br />516 <br />709 <br />See note ' <br />2 - Hanger on 11 7/8' LSL beam <br />3.50" <br />Hanger' <br />1 1.75" / - <br />193 <br />516 <br />709 <br />See note ' <br />• At nanger suppors, me rotor nearing dimension is equal cu am wruur w ure meierrer um. u WVWl my "lc 1101 ycl <br />• ' See Connector grid below for additional Information and/or requirements. <br />• Required Bearing Length / Required Bearing Length with Web Stiffeners <br />Lateral Bradng <br />Bracing Intervals <br />comments <br />Top Edge (Lu) <br />4' o/c <br />Bottom Edge (Lu) <br />18' 9" o/c <br />•TJI joists are only analyzed using Maximum Allowable bracing solutions. <br />-Maximum allowable bracing intervals based on applied load. <br />Sysbem : Flow <br />Member Type: ]Dist <br />Building Use : Residential <br />Building Code: IBC 2018 <br />Design Methodology: ASD <br />Connector. Simpson Stmng-Tie <br />Support <br />Model <br />Seat Length <br />Top Fasteners <br />Face Fasteners <br />Member Fasteners <br />Accessories <br />1 - Top Mount Hanger <br />1TS2.06/11.88 <br />2.00" <br />4-10dxl.5 <br />2-10dxl.5 <br />2-Strong-Grip <br />2 - Top Mount Hanger <br />TTS2.06/11.88 <br />2.00" <br />4-10dx1_5 <br />2-10dxl.5 <br />2-Strong-Grip <br />• Rerer to manuracturer notes and msErUmci rs ror proper insranaaon ono use or an conneaurn. <br />Vertical Load <br />Locatloe <br />Spacing <br />Dead <br />(0.90) <br />Floor Live <br />(I.00) <br />Conaee,rb <br />1 - Uniform (PSF) <br />0 to 19' 4" <br />16" <br />15.0 <br />40.0 <br />Default Load <br />Member Notes <br />NJ-01 <br />ForteWEB Software operator lob Notes 8/24/2022 10:45:27 PM UTC <br />Ryan Hartman <br />BR Engineering ForteWEB 0.4, Engine: V8.2,2.122, Data: V8.1.2,2 <br />(azs) 814 B44s File Name: 8-Plex <br />ryan.hartman@btieng.net Weyerhaeuser <br />`\ <br />