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�9I FORTE W EB MEMBER REPORT PASSED <br />Upper Floor, Floor: UJ-01 <br />1 piece(s) 11 7/8" TJI@) 210 @ 16" OC <br />Overall Length: 19' 4" <br />19' 4.. <br />u <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 ell Location <br />Allowed <br />Result <br />LDF <br />Load: Combination (Pattern) <br />Member Reaction (Ibs) <br />688 @ 3 1/2" <br />1005 (1.75") <br />Passed (68%) <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 (1-/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 />Passed (L/385) <br />— <br />1.0 D + 1.0 L (All Spans) <br />T)-ProT" Rating <br />40 <br />40 <br />Passed <br />— <br />• Deflection criteria: ILL (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 action with a single layer of 23/32" Weyerhaeuser Edger" Panel (24" Span Rating) that is glued and nailed down. <br />• Additional considerations for the Tl-ProT" Rating include: 112" Gypsum ceiling. <br />Supports <br />Bearing Length <br />Leeds to Supports (lbs) <br />Accessorkis <br />Toot <br />AvsOable <br />Required <br />Dead <br />FloorLlve <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 1 <br />2 - Hanger on 11 7/8" LSL beam <br />150" <br />Hanger' <br />1 1.75" / - a <br />193 <br />516 <br />70q <br />See note ' <br />• At hanger supports, the Total Bearing dimension Is equal to the width of the materwt that is supporting um nanger <br />• 1 See Connector grid below for additional Information and/or requirements. <br />•' Required Bearing Length / Required Bearing Length with Web Stiffeners <br />Lateral Braang <br />Bracing Intervals <br />comic ma <br />Top Edge (Lu) <br />4' o/c <br />Bottom Edge (Lu) <br />18' 9" o/c <br />•Tli joists are only analyzed using Maximum Allowable bracing solutions. <br />-Maximum allowable bracing intervals based on applied load. <br />System : Floor <br />Member Type : loist <br />Building Use : Residential <br />Building Code: IBC 2018 <br />Design Methodology : ASD <br />Connector: Simpson Strong -Tie <br />Support <br />Model <br />Seat Length <br />Top Fasteners <br />I Face Fatdatters <br />Member Fasterters <br />Acoeseortea <br />1 - Top Mount Hanger <br />1TSZ.06/11.88 <br />2.00" <br />4-1001.5 <br />2-10dxl.5 <br />2-Strong-Grip <br />2 - Top Mount Hanger <br />1TSZ.06/11.88 <br />2.00" <br />4-lOdx1.5 <br />2-10dxl.5 <br />2-Strong-Grip <br />• Refer to manufacturer notes and instructions for proper installation and use of all connectors. <br />Vertical Load <br />Location <br />spadrtg <br />Dead <br />(0•90) <br />Floor Lire <br />(LOD) <br />commeitss <br />1 - Uniform (PSF) <br />0 to 19' 4" <br />16" <br />15.0 <br />40.0 <br />Default Load <br />Member Notes <br />Ul-01 <br />ForteWEB Software Operator Job Notes <br />Ryan Hartman <br />BTL Engineering <br />(425)814-8448 <br />ryan.hartman@bdeng-net VCeycr.iaeuser <br />i <br />8/24/2022 10:44:43 PM UTC <br />ForteWEB 0.4, Engine: V8.2.2.122, Data: V8.1.2.2 <br />File Name: 8-Plex <br />U2-\ -pasal <br />