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it FORT EV1r El3 MEMBER REPORT PASSED <br /> Upper Floor,Floor: UJ-01 <br /> 1 piece(s)11 7/8"TMI®210 @ 16"OC <br /> Overall Length: 19'4" <br /> 0 0 <br /> f 19 4 <br /> E] <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual O fixation Allowed Result LDF Load:Combination(Pattern) — System:Floor <br /> Member Reaction(Ibs) 688 @ 3 1/2" 1005(1.75") Passed(68%) 1.00 1.0 D+1.0 L(All Spans) Member type:Joist <br /> Building Use:Residential <br /> Shear(Ibs) 688 @ 3 1/2" 1655 Passed(42%) 1.00 1.0 D+1.0 L(All Spans) _ Building Code:IBC 2018 <br /> Moment(Ft-lbs) 3223 @ 9'8" 3795 Passed(85%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.425 @ 9'8" ' 0.469 Passed(L/529) — 1.0 D+1.0 L(All Spans) <br /> Total Load Dell.(in) 0.585©9'8" 0.938 Passed(L/385) — 1.0 D+1.0 L(All Spans) <br /> !TJ-Pro'"Rating 40 40 Passed — — <br /> •Deflection criteria:LL(1/480)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 /> L Bearing Length --1--- Lauds to ituppalts Caw) <br /> ISupports Total TAvaiable Required Dead Floor LNG Fselmed 1Accelsories <br /> I 1-Hanger on 11 7/8"LSL beam 3.50" 1 Hanger 1.7S'/-a 193 516 709 I See note+ <br /> 2-Hanger on 11 7/8"LSI beam I 3.50" 1 Hanger' 1.75"/-= 193 516 709 I see nate r ' <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 /> •2 Required Bearing Length/Required Bearing Length with Web Stiffeners <br /> Lateral Bracing ttradrre Inbervata I Comments <br /> Top Edge(Lu) 4'o/c <br /> Bottom Edge(Lu) 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 /> Connector:Simpson Strong-Tie — — — <br /> Support _ Model I Seat Length I Top Fasteners I Face Fasteners IMember Fasteners Accessories <br /> 1-Top Mount Hanger IT52.06/11.88 2.00" 1 4-10dx1.5 2-10dx1.5 2-StrongGrtp <br /> 2-Top Mount Hanger ITS2.06/11.88 I 2.00" 4-10dx1.5 2-10dx1.5 2-Strong-Grip <br /> •Refer to manufacturer notes and instructions for proper installation and use of al connectors. <br /> Dead , Floorn.lve <br /> Vertical Load ' Loeattoo Spedng MAID) 1 (L°) ,Commenter <br /> 1-Uniform(PSF) 0 to 19'4" 16" I 15.0 40.0 I Default Load <br /> Member Notes — — — <br /> uJ-01 <br /> ForteWEB Software Operator Sob Notes 8/24/2022 10:44:43 PM UTC <br /> Ryan Hartman <br /> BTL Engineering ForteWEB v3.4,Engine:V8.2.2.122,Data:V8.1.2.2 <br /> (425)814-8448 File Name:8-PIeX <br /> ryan.harbnan@htleng.net Weyerhaeuser <br /> U 2-‘ -Pane-1.-L:.7 <br />