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t illll r u ii i C vv G D MEMBER REPORT PASSED <br /> Upper Level, BM#22 <br /> 3 piece(s)2 x 8 HF No.2 <br /> Overall Length:6'6" <br /> 6 3" <br /> a <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual®Location Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> Member Reaction(lbs) 2504 @ 6'6" 2734(1.50") Passed(92%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Building Use:Residential <br /> Shear(lbs) 1816 @ 5'9 1/4" 3752 Passed(49%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-lbs) 3473 @ 3'8 11/16" 3696 Passed(94%) 1.15 1.0 D+ 1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.068 @ 3'4 5/8" 0.217 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) <br /> Total Load Defl.(in) 0.134 @ 3'4 9/16" 0.313 Passed(U584) -- 1.0 D+ 1.0 S(All Spans) <br /> •Deflection criteria:LL(Lf360)and TL(5/16"). <br /> •A 4.1%decrease in the moment capacity has been added to account for lateral stability. <br /> •Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(lbs) <br /> Supports Total Available Required Dead Floor-Live Roof Live Snow Factored Accessories <br /> 1-Trimmer-SPF 1.50" 150" 1.50" 559 148 455 569 1128 None <br /> 2-Trimmer-SPF 1.50" 1.50' 1.50" 1223 332 1025 1281 2504 None <br /> Lateral Bracing Bracing intervals Comments <br /> Top Edge(Lu) End Bearing Points <br /> Bolters Edge(Lu) End Bearing Points <br /> Dead Floor Live Root Live > Snow <br /> Vertical Loads Location Tributary Width (0.90) (1.00) (non-snow:1.25) (1.1S) Comment <br /> 0-Self Weight(PI..F) 0 to 6'6' N/A 8.3 -' <br /> t-Uniform(PSF) 2'6"to 6'6" 18'6" 15.5 - 20.0 25.0 RF <br /> 2-Uniform(PSF) 2'6"to 6'6" 3' 12.0 40.0 - FLR <br /> 3-Uniform(PSF) 2'6"to 6'6" 11' 10.0 WALL <br /> 4-Point(lb) 2'9" N/A - - - - BM It9 <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 nut intended to circumvent the need fur 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,Clocking 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 beer 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/docurnont-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> T;j1:0/7. <br /> 6 <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 /> clalonde@sdaeverett.corn JWcyerhaeuser File Name: 9676 <br /> n,....�� me <br />