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• i t 14,E "t 1 G vv C D MEMBER REPORT PASSED <br /> Upper Level, BM#6 <br /> 2 piece(s)2 x 6 HF No.2 <br /> Overall Length:3'3" <br /> 0 0 <br /> a <br /> 3 <br /> • <br /> [i] u <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual Sa Location Allowed Result LDF Load:Combination(Patter) System:Wall <br /> Member Reaction(lbs) 1256 @ 0 1823(1.50") Passed(69%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Building Use:Residential <br /> Shear(Ibs) 805 @ 7" 1898 Passed(42%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-lbs) 1021 @ 1'7 1/2" 1602 Passed(64%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASO <br /> Live Load Defl.(in) 0.022 @ 1'71/2" 0.108 Passed(U999+) -- 1,0 D+1.0 S(All Spans) <br /> Total Load Dell.(in) 0.036 @ 1'7 1/2" 0.162 Passed(1.1999+) -- 1.0 D+1.0 S(All Spans) <br /> •Deflection criteria:LL(L/360)and IL(L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Applicable calculations are based on NOS. <br /> Bearing Length Loads to Supports(lbs) <br /> Supports Total Available Required Dead Roof Live Snow Factored Accessories <br /> i-Trimmer-SPF 1.50" 1.50" 1.50" 484 618 772 1256 None <br /> 2 Trimmer-SPF 1.50" 1.50" 1.50" 484 618 772 1256 None <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 3'3"o/c <br /> Bottom Edge(Lu) 3'3"otc <br /> *Maximum allowable bracing intervals based on applied lead. <br /> Dead Root Live Snow <br /> Vertical Loads location Tributary Width (0.90) (non-snow:1.25) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 3'3" N/A 4.2 <br /> 1-Uniform(PSF) 0 to 3'3' 19' 15.5 20.0 25.0 RF <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 h 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,dimensiors and support information have been provided by ForteWEB Software Operator <br /> ForteWEB Software Operator 30b 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 /> clalonde@sdaeverett.com Weyerhaeuser File Name: 9676 <br />