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ri1 FO RTE W E B MEMBER REPORT PASSED <br /> Roof,Roof Rafter <br /> 1 piece(s)2 x 8 HF No.2©24"OC <br /> Sloped Length:12' 10 15/16' <br /> 0 0 <br /> 12 <br /> 47 <br /> 10'3" <br /> 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:13'1 3/8" <br /> Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Roof <br /> Member Reaction(Ibs) 550 @ 2'2 3/4" 3522(5.50") Passed(16%) -- 1.0 D+1.0 S(All Spans) Member Type:Joist <br /> Shear(Ibs) 322 @ 3'3/8" 1251 Passed(26%) 1.15 1.0 D+1.0 S(All Spans) Building use:Residential <br /> Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 814©7'2 11/16" 1477 Passed(55%) 1.15 1.0 D+ 1.0 5(Alt Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.164 @ 7'1 3/16" 0.339 Passed(L/746) -- 1.0 D+1.0 5(Alt Spans) Member Pitch:4/12 <br /> Total Load Defl.(in) 0.241 @ 7'1 3/8" 0.508 Passed(L/507) -- 1.0 D+1.0 S(Alt Spans) <br /> • Deflection criteria:LL(L/360)and TL(L/240). <br /> • Overhang deflection criteria:LL(2L/360)and TL(2L/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 /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Snow Factored Accessories <br /> 1-Beveled Plate-DF 5.50" 5.50" 1.50" 185 365 550 Blocking <br /> 2-Beveled Plate-DF 5.50" 5.50" 1.50" 125 253 378 Blocking <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 10'1"o/c <br /> Bottom Edge(Lu) 12'11"o/c <br /> •Maximum allowable bracing intervals based on applied load. <br /> Dead Snow <br /> Vertical Load Location(Side) SPacing (0.90) (1.15) Comments <br /> 1-Uniform(PSF) 0 to 12'3" 24" 12.0 25.0 Default Load <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 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 3/27/2023 11:58:45 PM UTC <br /> Kelsi Bonner <br /> BTL Engineering ForteWEB v3.5, Engine:V8.2.5.1,Data: V8.1.3.6 <br /> (931)581-9272 <br /> kelsl.bonner@btleng.net Weyerhaeuser File Name: Everett Residence Addition <br /> R2.1 Page 1/ 1 <br />