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al FO RT E W E B MEMBER REPORT PASSED <br /> Upper Floor,Floor: UJ-02 <br /> 1 piece(s)11 7/8"TUI®210 @ 19.2"OC <br /> Overall Length:17'3" <br /> 0 0 <br /> 1 1 <br /> 17'3' <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 Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction Ohs) 733©3 1/2" 1005(1.75") Passed(73%) 1.00 1.0 D+1.0 L(All Spans) Member Type:joist <br /> Building Use:Residential <br /> Shear(Ibs) 733 @ 3 1/2" 1655 Passed(44%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-lbs) 3056©8'7 1/2" 3795 Passed(81%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Deft.(in) 0.320 @ 8'7 1/2" 0.417 Passed(L/625) — 1.0 D+ 1.0 L(All Spans) <br /> Total Load Deft.(in) 0.440©8'7 1/2" 0.833 Passed(L/454) — 1.0 D+1.0 L(All Spans) <br /> TJ-Pro'"Rating 40 40 Passed — — <br /> •Deflection criteria:LL(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 T7-Pro'"Rating include:1/2"Gypsum ceiling. <br /> Bearing Length Loads to Supports(lbe) <br /> Supports Total Available Required Dead Floor Live Factored Accessories <br /> 1-Hanger on 11 7/8"LSL beam 3.50" Hanger' 1.75"/-x 207 552 759 See note 1 <br /> 2-Hanger on 117/8"LSL beam 3.50" Hanger'. 1.75'/-' 207 552 759 See note'. <br /> •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br /> •1 See Connector grid below for additional information and/or requirements. <br /> •a Required Bearing Length/Required Bearing Length with Web Stiffeners <br /> Lateral Bracing Bradng Intervals Comments <br /> Top Edge(Lu) 4'1"o/c <br /> Bottom Edge(Lu) 16'8"o/c <br /> •T7I joists are only analyzed using Maximum Allowable bracing solutions. <br /> •Maximum allowable bracing intervals based on applied load. <br /> Connector:Simpson Strong-Tie <br /> Support Model Seat Length Tap Fasteners Face Fasteners Member Fasteners Accessories <br /> 1-Top Mount Hanger ITS2.06/11.88 2.00" 4-10dx1.5 2-1odx1.5 2-strong-Grip <br /> 2-Top Mount Hanger IT52.06/11.88 2.00" 4-10dx1.5 2-10dx1.5 2-Strong-Grip <br /> •Refer to manufacturer notes and instructions for proper installation and use of all connectors. <br /> Dead Floor Lire <br /> Vertical Load Location SPddf9 (0.90) CUM Comments <br /> 1-Uniform(PSF) 0 to 17'3" 19.2" 15.0 40.0 Default Load <br /> Member Notes <br /> U7-02 <br /> ForteWEB Software Operator lob Notes 8/24/2022 10:45:10 PM UTC <br /> Ryan Hartman <br /> 'Rya Engineering ForteWEB v3.4,Engine:V8.2.2.122,Data:V8.1.2.2 <br /> (425)814-8448 File Name:8-Plex <br /> ryan.hartman@htleng.net \Lcverhaeucer <br /> U?1,, Passillakt <br />