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O T E MEMBER REPORT PASSE® <br /> FLOOR,Floor:Joist-W <br /> 1 piece(s)2 x 8 DF No.2 @ 16"OC <br /> Overall Length:16'101/2" <br /> 0 0 <br /> +tir: <br /> a <br /> 8' 8' <br /> 1❑ 0 R <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 Locadon Allowed : Resin LDF Load:Combination(Pattern) <br /> System:Floor <br /> Member Reaction(ibs) 713 @ 8'51/4" 2126(3.50") Passed(34%) -- 1.0 D+1.0 L(All Spans) Member Type:Joist <br /> Sbear(Its) 305 @ 9'2 114" 1305 Passed(23%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Building Code;IBC 2018 <br /> Moment(Ft-lbs) -587 @ 8'51/4" 1360 Passed(43%) 1.00 1.0 D+1.0 L(All Spans) Design Meti,odology:a5D <br /> Live Load Defl.(in) 0.051 @ 12'91116" 0.274 Passed(L/999+) 1.0 D+1.0 L(Alt Spans) <br /> Total Load Defl.(in) 0,060 @ 4'9/16" 0.411 Passed(L/999+) — 1.0 D+1.0 L(Alt Spans) <br /> T3-Pro-Rating N/A N/A N/A — N/A <br /> •Deflection criteria:LL(L/360)and TL(L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •A 15%Increase in the moment capacity has been added to account for repetitive member usage. <br /> •Applicable calculations are based on NDS. <br /> •No composite action between deck and joist was considered in analysis. <br /> Bearing Length Loads to supports(lbs) <br /> Supports Total Available Requires Dead Floor Live Total Accessories <br /> 1-Beam-HF 3.S0" 2.25" 1-50" 53 203/-22 2561-22 1 1/4"Rim Board <br /> 2-Beam-HF 3.50" 3.50" ISO" 165 549 714 None <br /> 3- m-HF 3.50" 2.25" 1.50" 53 203/-22 256/-22 1 114"Rim Board <br /> •Rim Board is assumed to carry all loads applied directly above It,bypassing the member being designed. <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 16'8"o/c <br /> Bottom Edge(Lu) 16'8"o/c <br /> -Maximum allowable bracing intervals based on applied load. <br /> Dead Floor Live <br /> Vertical Load Location(Side) Spacing (0,90) (i 00) comments <br /> 1-Uniform(PSF) 0 to 16'10 1/2" IV 12.0 40.0 Floor Load <br /> Member Notes <br /> DQS-171NG FLOOR JOIST(west) <br /> Weyerhaeuser Notes <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disdalms am other warranties <br /> related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is <br /> responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at <br /> Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports E.SR 1153 and ESit 1387 <br /> and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to <br /> www.weyerhaeuser.com/woodproducts/document-fibrary. <br /> The product application,Input design loads,dimensions and support information have been provided by F-SG <br /> ForbeWES software operator Job Notes 3/17/2022 1:59:21 AM L)TC <br /> Eli Grassley BARBERI RESIDENCE <br /> Engineered Structures Global Design,PLLC ForteWEB 0.2,Engine:V8.2.0.17,Data:V8.1.0.16 <br /> (206)890-5949 <br /> engineer@esg-design.com Weyerhaeuser File Name: Barbed <br /> Page 1/1 <br />