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EWEB <br /> ;g)FORT MEMBER REPORT PASSED <br /> Main Floor,Floor: MJ-02 <br /> 1 piece(s) 11 7/8"TM®210 @ 19.2"OC <br /> Overall Length: 17' ;" <br /> 4111 0 0 <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 UV Louth combination(Pamun) 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(Ibs) 733 @ 3 1/2" j- 1655 Passed(44%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 3056 @ 8'7 1/2" j 3795 Passed(81%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.320 @ 8'7 1/2" 0.417 Passed(L/625) — 1.0 D+1.0 L(AU Spans) <br /> Total Load Defl.(in) 0.440 @ 8'7 1/2" 0.833 Passed(L/454) -- 1 1.0 D+1.0 L(All Spans) <br /> TJ-PrJ'"Rating 40 . 40 Passed -- -- <br /> •Deflection criteria:LL(1/480)and TL(L/240). _ - <br /> •Allowed moment does not reflect the adjustment for the learn 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 /> Bearing Length Leeds to Supports(Its) <br /> Supports Total Available Required Deed Floor Um 1 Factored Accessories <br /> 1-Hanger on 117/8"LSL beam 3.50" Hanger, 1.75"/-1 207 552 759 See note 1 <br /> 2-Hanger on 11 7/8"LSL beam 3.50" Hanger, 1.75"/-a 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 /> •2 Required Bearing Length/Required Bearing Length with Web Stiffeners <br /> Lateral Bracing ModrgmtemraLi 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 an applied load. <br /> IConnector:Simpson -re Strong-Tie —Support Modd Sea length Top Fedeners Face Fastens Member Fasteners 'Accessories <br /> 1-Top Mount Hanger 1T52.06/11.88 2.00" 4-10dx1.5 2-10dx1.5 2-Strong-Grip <br /> 2-Top Mount Hanger ( 1T52.06/11.88 2.00" 4-10dx1.5 2-10dx1.5 2-Strong-Grip <br /> •Refer to manufacturer notes and instructions for proper Installation and toe of all connectors. <br /> I Deed Floor LJve T— <br /> Vertical Load toatian SPIldn g (0.90) (1-00) i Coemtenb — <br /> 1-Uniform(PSF) 0 to 17'3" 19.2" 15.0 40.0 Default Load <br /> Member Notes —— — <br /> MJ-02 <br /> l <br /> ForteWEB Software Operator lob Notes 8/24J2022 10:45:43 PM IfTC <br /> Ryan Hartrnan <br /> BTL Engineering A ForteWEB v3.4,Engine:V8.2.2.122,Data:V8.1.2.2 <br /> (425)814-8448 <br /> ryan.hartrman@1btleng.net Weyedraeunei File Name:8-Plex <br /> Mr-LT_, Pone 1 /•7 <br />