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f MEMBER REPORT PASSED <br /> Floor,Low Roof Rafters <br /> i piece(s) 2 x 8 HF No.2 @ 24"OC <br /> Overall Length:4' 11" <br /> 0 0 <br /> 1 Av <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual(cy Location Allowed Result LDF Load:Combination(Pattern) System:Roof <br /> Member Reaction(Ibs) 182 @ 4 1/2" 3341(5.50") Passed(5%) -- 1.0 D+1.0 S(All Spans) Member Type:Joist <br /> Building Use:Residential <br /> Shear(Ibs) 103 @ 1'3/4" 1251 Passed(8%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 161 @ 2'5 1/2" 1477 Passed(11%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.005 @ 2'5 1/2" 0.139 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 <br /> Total Load Defl.(in) 0.008 @ 2'5 1/2" 0.208 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) <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 /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Snow Total Accessories <br /> 1-Stud wall-SPF 5.50" 5.50" 1.50" 59 123 182 Blocking <br /> 2-Stud wall-SPF 5.50" 5.50" 1.50" 59 123 182 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) 4'11"o/c <br /> Bottom Edge(Lu) 4'11"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 4'11" 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 lob Notes 3/1/2022 6:26:26 PM UTC <br /> Kelsi Bonner <br /> BTL Engineering ForteWEB v3.2, Engine:V8.2.0.17, Data:V8.1.0.16 <br /> (931)581-9272 <br /> kelsi.bonner@btleng.net Weyerhaeuser File Name: Peterson Garage-Everett <br /> U2.3Page 4/16 <br />