Laserfiche WebLink
ZiI FORTE W EES MEMBER REPORT PASSED <br /> Upper Floor,Floor: UJ-01 <br /> 1 piece(s)117/8"T7I®210 @ 16"OC <br /> Overall Length:19'4" <br /> 0 0 <br /> 10'a.. <br /> / / <br /> II 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 LomtIon Allowed Result LDF toad: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-Ibs) 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 Deft.(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(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 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-ProT"Rating include:1/2"Gypsum ceiling. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Live Factored Accessories <br /> 1-Hanger on 11 7/8"LSL beam 3.50" Hanger' 1.75"/-z 193 516 709 See note 1 <br /> 2-Hanger on 11 7/8"LSL beam 3.50" Hanger' 1.75"/-z 193 516 709 See note 1 <br /> •At hanger supports,the Total Bearing dimension Is equal to the width or the material that is supporting the hanger <br /> •'See Connector grid below for additional information and/or requirements. <br /> •]Required Bearing Length/Required Bearing Length with Web Stiffeners <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 4'o/c <br /> Bottom Edge(Lu) 18'9"o/c <br /> •TII 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 Salt Length Top Falterers Fact Fasteners Member Fasteners Accessories <br /> 1-Top Mount Hanger ITS2.06/11.88 2.00" 4.10dx1.5 2-10dx1.5 2-Strong-Grip <br /> 2-Top Mount Hanger I-152.06/11.8B 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 Floor Live <br /> Vertical Load Lomtion spacing (0.90) (L00) Commend <br /> 1-Uniform(PSF) 0 to 19'4" 16" 15.0 40.0 Default Load <br /> Member Notes <br /> u1-01 <br /> j ForteWEB Software Operator Job Notes 8/24/2022 10:44:43 PM UTC <br /> Ryan Hartman <br /> ForteWEB v3.4,Engine:V8.2.2.122,Data:V8.1.2.2 <br /> BlL Engineering <br /> i(425)814-8448 File Name:8-Plex <br /> ryan.hartmanabtleng.net Weyer aeuser <br /> U 2.' -Pageolida <br />