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ZI FO FAT E W E S MEMBER REPORT PASSED <br />Main Floor, Floor: MI-02 <br />1 piece(s) 11 7/8" TJI® 210 @ 19.2" OC <br />Overall Length: 173" <br />1 7' 3' <br />0 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 />AMml @ Locetlon <br />Allowed <br />Result <br />LDF <br />Load: Combbratlon (Pat am) <br />Member Reaction (Ibs) <br />733 @ 3 1/2" <br />1005 (1.75") <br />Passed (73%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Shear (Ibs) <br />733 @ 3 1/2" <br />1655 <br />Passed (44%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Moment (Ft-Ibs) <br />3056 @ 8' 7 1/2" <br />3795 <br />Passed (81%) <br />1.00 <br />1.0 D + 1.0 L (All Spans) <br />Live Load Defl. (in) <br />0.320 @ 8' 7 1/2" <br />0.417 <br />Passed (L/625) <br />— <br />1.0 D + 1.0 L (All Spans) <br />Total Load Defl. (in) <br />0.440 @ 8' 7 1/2" <br />0.833 <br />Passed (L/454) <br />— <br />1.0 D + 1.0 L (All Spans) <br />TJ-Pro"" Rating <br />40 <br />1 40 <br />1 Passed <br />— <br />• Deflection criteria: ILL (L/480) and TL (L/240). <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 action with a single layer of 23/32" Weyerhaeuser Edge'" Panel (24" Span Rating) that is glued and nailed down. <br />• Additional considerations for the TJ-Pro'" Rating Include: 1/2" Gypsum ceiling. <br />Supports <br />Bearing LenBlfi <br />Loads to SupPortr (160) <br />Aca�orfes <br />Total <br />Available <br />Required <br />Dead <br />Floor Lhro <br />Pactmed <br />1 - Hanger on 11 7/8" LSL beam <br />3.50" <br />Hanger' <br />1.75" / - z <br />207 <br />552 <br />759 <br />See note ' <br />2 - Hanger on 11 7/8" LSL beam <br />3.50" <br />Hanger' <br />1.75' / - a <br />207 <br />552 <br />759 <br />See note ' <br />• At hanger supports, the Total Bearing dimension Is equal to the width of the material that Is supporting the hanger <br />• ' See Connector grid below for additional information and;or requirements. <br />• Required Bearing Length / Required Bearing Length with Web Stdfeners <br />Lateral Bracing <br />Ong LneervaL+ <br />Cornmenb <br />Tap Edge (Lu) <br />4' 1" o/c <br />Bottom Edge (W) <br />168" o/c <br />•TJI joists are only analyzed using Maximum Allowable bracing solutions. <br />-Maximum allowable bracing intervals based on applied load. <br />System : Floor <br />Member Type : Joist <br />Building Use : Residential <br />Building Code : IBC 2018 <br />Design Methodology : ASD <br />Connector: Simpson Strong -Tie <br />Support <br />Mold <br />Sol Length <br />Top Fasteners <br />Face Fadeners <br />Member Fasteners <br />Acoessorim <br />1- Top Mount Hanger <br />1TS2.06/11.88 <br />2.00" <br />4-10dx1.5 <br />2-10dx1.5 <br />2-Strong-Grip <br />2 - Top Mount Hanger <br />fM2.06/11.88 <br />2.00" <br />4-10dx1.5 <br />2-10dx1.5 <br />2-Strong-Grip <br />• Refer to manufacturer notes and instructions for proper installation and use of all connectors. <br />Vertical Load <br />Local <br />Ong <br />Dead <br />(0.90) <br />Floor Lhre <br />(LN) <br />comments <br />1- Uniform (PSF) <br />0 to 17' 3" <br />19.2" <br />15.0 <br />40.0 <br />Default Load <br />Member Notes <br />MI-02 <br />ForteWEB Software Operator <br />lob Notes <br />Ryan Hartman <br />BTL Engineering <br />(425) 814-8448 <br />ryan.hartman@btleng.net <br />Nveyerhaeusei <br />8/24/2022 10:45:43 PM UT-C <br />ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.2.2 <br />File Name: 8-Plex <br />