Laserfiche WebLink
4.11FORTEWEBMEMBER REPORT PASSED <br /> Upper Floor,Floor: UJ-02 <br /> 1 piece(s)11 7/8"TM®210®19.2"OC <br /> Overall Length: 17'3" <br /> 0 0 <br /> --i <br /> 17'3" <br /> D <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Acihial o Location Allowed Rol[ T LDF Load:Combination(Pattern) 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" 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" 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(L1625) -- 1.0 D+1.0 L(All Spans) <br /> Total Load Defl.(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 - 1-- <br /> •Deflection criteria:LL(L/480)and TL(1./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 /> Soaring Length Loads to Supports(Ws) 1 I <br /> Supports Total Available Required Deed Floor Live Factored IACCeigOrlat <br /> 1-Hanger on 117/B"LSL beam 3.50" Hangers 1.75"/-2 207 552 759 See note,. <br /> 2-Hanger on 117/8"LSL beam 3.50" Hanger,. 1.75"/-2 207 r 552 759 I See note,. <br /> •At hanger supports,the Total Bearing 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 /> •2 Required Bearing Length/Required Bearing Length with Web Stiffeners <br /> Lateral Bracing I Bracing Lntenrala Commentsrj <br /> Top Edge(Lu) 4'1"o/c <br /> Bottom Edge(Lu) i 16'8"o/c 1 <br /> •TJl joists are only analyzed using Maximum Allowable bradng solutions. <br /> •Maximum allowable bracing intervals based on applied load. <br /> Connector:Sim — — _peon Strong-Tie <br /> Support Model ' Seat Length Top Fasteners Face Fadwrera Member FWrnera Accessories <br /> 1-Top Mount Hanger ITS2.06/11.88 I 2.00" 4-10dx1.5 2-10dx1.5 1 2-Strong-Grip <br /> 2-Top Mount Hanger r ITS2.06/11.88 l 2.00" I 4-10dx1.5 2-lOdx1.5 1 2-Strong-Grip <br /> •Refer to manufacturer notes and instructions for proper installation and use of all connectors. <br /> — Dead Moor Live <br /> Vertical Load Leaden Spades i(Oa) (1.00) Comments <br /> 1-Uniform(PSF) 0 to 17 3" 19.2" 15.0 40.0 Default Load <br /> Member Notes <br /> IJJ-02 <br /> ForteWEB Software operator lob Rotes 8/24/2022 10:45:10 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 /> ryan.hartman@btleng.net Weyerhaeuser File Name.8-Plex <br /> i ?'L Panp 1•::y_.7- <br />