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.I FO RT EWf E O MEMBER REPORT PASSED <br /> Main Floor,Floor: MJ-02 <br /> 1 piece(s) 11 7/8"TN®210©19.2"OC <br /> Overall Length:17'3" <br /> p 0 <br /> I i <br /> 1i/ / <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 Actual Q Location Allowed Result LDF Load:Combination(Patient) System:Floor <br /> Member Reaction(Ibs) 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(Its) 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 Deli.(in) 0.440 @ 8'7 1/2" 0.833 Passed(L/454) — 1.0 D+1.0 L(All Spans) <br /> TJ-ProTM'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 analysts 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 /> Boring Length tends to Supporta(lbs) <br /> Supports Total Available Required Dead Floor Live Factored Aceess0TiG7 <br /> 1-Hanger on 11 7/8"LSL beam 3.50" Hanger' 1.75"/-2 207 552 759 See note, <br /> 2-Hanger on 11 7/8"LSL beam 3.50" Hanger' 1.75"/-2 207 552 759 See note 1 <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 /> •1 Required Bearing Length/Required Bearing Length with Web Stiffeners <br /> Lateral Bracing Bradng Interval' Comments <br /> Top Edge(Lu) 4'1"o/c <br /> Bottom Edge(Lu) 16'8"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 Sot Length Top Fasteners Face Fasteners Member Fasteners Accessories <br /> 1-Top Mount Hanger IT52.06/11.88 2.00" 4-10dx1.5 2-lOdxl.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 Live <br /> Vertical Load Location SPadng (0.90) (1.D0) Comments <br /> 1-Uniform(PSF) 0 to 17'3" 19.2" 15.0 40.0 Default Load <br /> Member Notes <br /> MJ-02 <br /> ForteWEB Software Operator lob Notes 8/24/2022 10:45:43 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 <br /> I ryan.hartman©btleng.net Weyerhaeusee File Name:8-Plex <br /> t`A C-i t_ P iea+wi a <br />