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y MEMBER REPORT PASSED <br /> Roof,3ST#1 <br /> i piece(s)2 x 8 HF No.2 @ 24"OC <br /> Sloped Length:11' 10" <br /> • <br /> 12 <br /> 2,5 <br /> 1 ,r 10 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:11'11 1/2" <br /> Design Results Actual Q Location Allowed Result LDF Load:Combination(Pattern) System:Roof <br /> Member Reaction(lbs) 510 @ 1'1 3/4" 2172(3.50") Passed(23%) -• 1.0 D+1.0 S(All Spans) Member Type:Joist <br /> Building Use:Residential <br /> Shear(Ibs) 358 @ 1'10 5/8" 1251 _ Passed(29%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 1037 @ 6'3 11/16" 1477 Passed(70%) 1.15 1.0 D+I.0 S(Alt Spans) Design Methodology:ASD <br /> Live Load Dell.(in) 0.204 @ 6'3 1/4" 0.522 Passed(L/613) 1.0 D+1.0 S(Alt Spans) Member Pitch:2.5/12 <br /> Total Load Defl.(in) 0.328 @ 6'3 5/16" 0.697 Passed(L/383) 1.0 D+1.0 S(Alt Spans) <br /> •Deflection criteria:LL(L/240)and TL(1/I80). <br /> •Overhang deflection criteria:LL(2L/240)and TL(21/180). <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 /> j ( Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Roof Live I Snow Factored Accessories <br /> 1-Beveled Plate-SPF 3.50" 3.50" 1.50" 194 253 316 ! 510 Blocking <br /> 2-Beveled Plate-SPF 3.50" 3.50' 1.50" 1.61 212 265 I 426 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) 7'4"o/c <br /> Bottom Edge(Lu) 11'10"o/c <br /> •Maximum allowable bracing intervals based on applied load. <br /> Dead Roof Uve Snow <br /> Vertical Load Location(Side) Sparing (0.90) (non-snow:1.25) (1.15) Comments <br /> 1-Uniform(P5F) 0 to 11'7" 24" 15.0 20.0 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 1CC-ES under evaluation reports ESR-1153 and ESR-I387 <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/waodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> l <br /> ForteWEB Software Operator lob Notes 10/11/2022 12:09:46 AM UTC <br /> Chris Lalonde <br /> Structural Design Associates ForteWEB v3.4, Engine:V8.2.2.122,Data:V8.1.3.0 <br /> (425)339-0293 <br /> claionde@sdaeverett.com Weyerhaeuser File Name:9676 <br />