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IiiI FCIRTEW E BMEMBER REPORT PASSED <br /> Main Floor, Floor: MJ-01 <br /> 1 piece(s)11 7/8"TM®210©16"OC <br /> Overall Length: 19'4" <br /> 0 0 <br /> 19'4' <br /> { <br /> El 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Aural al Location Allowed Result LDF Load:Cambinatlen(Pattern) 1 System:Floor <br /> _.--- - ..—.. --.-.. Member Type:Joist <br /> Member Reaction Om) 688 @ 3 1/2" 1005(1.75") Passed(68%) 1.00 1.0 D+1.0 L(All Spans) 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:Aso <br /> Live Load Deft.(In) 0.425 @ 9'8" 0.469 Passed(L/529) -- 1.0 D+1.0 L(All Spans) <br /> Total Load Deft.(in) 0.585 @ 9'8" 0.938 Passed(L/385) •- 1.0 D+1.0 L(All Spans) <br /> T]-Pro'"Rating 40 1. 40 Passed — -- <br /> •Deflection criteria:LL(L/4430)and TL(L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •A structural analyse 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"4 Rating Include:1/2"Gypsum ceiling. <br /> Bearing Length j Loads to Supports(Ms) <br /> Supports Total 1 Available I Required l Deed noor Live Factored Aeteoates <br /> 1-Hanger on 117/8"LSL beam 3.50" I Hanger' 1.75"/-. 193 516 709 See note 1 <br /> 12-Hanger on 11 7/8"LSL beam 3.50" Hangers 1.75"/-= 193 I. 516 709 See note' <br /> •At hanger supports,the Total 8earr'q dimension is equal to the width of the material that is supporting the hanger <br /> •I See Connector grid below for additional Information and/or requirements. <br /> •.Required Bearing Length/Required Beating Length with Web Stiffeners <br /> j Lateral Bradng i Bracing Intervale i Comments <br /> Top Edge(Lu) 4'o/c <br /> t----- --- _. _ <br /> Bottom Edge(Lu) I 18'9'o/c <br /> •TJI joists are only analyzed using Maximum Allowable bracing solutions. <br /> •Maximum albwable bracing Intervals based on applied load. <br /> Connector.Simpson Strong-Tie — <br /> �_Piht Model Seat Length 1 Top Fasteners l Face et ccessor Fasteners Member Fasteners Aies <br /> 11-Top Mount Hanger 1752.06/11.8B 2.00" 4-10dx1.5 2-10dx1.5 2-Strong-Grip <br /> I2-Top Mount Hanger 752.06/11.88 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 /> Deed —j Floor Lire f <br /> 'Vertical Load Location Spadng (0.90) ' (L00) Comments <br /> 1-Uniform(PSF) 0 to 19 4" 16" 15.0 40.0 Default Load <br /> Member Notes — - <br /> ----- <br /> ru of -- <br /> FoeteWES Software Operator Job Notes 8/24/2022 10:45:27 PM UTC <br /> Ryan Hartman <br /> BRLEngineering ForteWEB v3.4,Engine:V8.2.2.122,Data:V8.1.2.2 <br /> (425)814-8448 <br /> ryan.hartman@btleng.net Weyerhaeuser File Name:8-Plex <br /> f=7••\ P-1./- . <br />