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,FORTEW E B MEMBER REPORT PASSED <br /> Residence Roof,Roof:Joist 2x6 <br /> 1 piece(s)2 x 6 DF No.2 @ 24'OC <br /> ;verall Length:10'7" <br /> 1 <br /> 10 <br /> a a <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Resullt5 . Actual @ Location Allowed Result LDF Load:Combination(pattern) System:Roof <br /> Member Reaction(lbs) 313 @ 2 1/2" 2231(3.50") Passed(14%) -- 1.0 D+1.0 S(All Spans) Member Type:Joist <br /> Shear(Its) 273 @ 9" 1139 Passed(24%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Building Code;IBC 2018 <br /> Moment(Ft-lbs) 775 @ 5'3 1/2" 975 Passed(79%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.289 @ 5'3 1/2" 0.508 Passed(L/422) — 1.0 D+1.0 S(All Spans) Member Pitch:0/12 <br /> Total Load Defl.(in) 0.433 @ 5'3 1/2" 1 0.678 1 Passed(L/281) 1.0 D+1.0 S(All Spans) <br /> •Deflection criteria:LL(L/240)and TL(L/180). <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 /> .Bearh*Length Loadz to SapPoiCs(lbs) <br /> Suppprts:.:. Total;': Available Required ':;Dead Snow ' >iTotal Accessories <br /> 1-Stud wall-SPF 3.50• 3.50- 1.50" 1 106 212 318 Blocking <br /> 2-Stud wall-SPF 3.50" L 3.50., 1.50" 1 106 1 212 1 318 Blocking <br /> -Blocking Panels are assumed to cant'no loads applied directly above them and the full load is applied to the member being designed. <br /> Lateral Bracing inpsntervals Comments <br /> Top Edge(Lu) 8'9"o/c <br /> Bottom Edge(Lu) 30'71 o/c <br /> -Maximum allowable bracing intervals based on applied load. <br /> Dead Snow <br /> Vertical Load weation(side) Spacing (0.90) (1.15) Comments <br /> 1-Uniform(PSF) 0 to 10'7" 24" 10.0 20.0 Default Load <br /> WeVerhaeuserNotes`: <br /> Weyerhaeuser warrants that the sizing of its products Nall be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any 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 ESR-1153 and ESR-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-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWEB Software Operator Job Notes <br /> Tylerwandschneider 11/8/2023 6:43:43 PM UTC <br /> BTL Engineering ForteWEB v3.6,Engine:V8.3.1.5,1--pro e <br /> (425)814-WB 1 <br /> tyler.wandschneider@btleng.ne[ '�r; *.N;"}.,.,. File Name: Linton Ref <br /> Page 215 <br />