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dill r 1 G vv C[3 MEMBER REPORT PASSED <br /> Upper Level, BM#5 <br /> 2 piece(s)2 x 6 HF No.2 <br /> Overall Length:2'9" <br /> .} 0 <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 LOP Load:Combination(Pattern) System:Wall <br /> Member T Header <br /> Member Reaction(ibs) 283 @ 0 1823(1.50") Passed(16%) -- 1.0 D+1.0 S(All Spans) Budding Use <br /> :Residential <br /> Shear(ibs) 163 @ 7" 1898 Passed(9%) 1.15 1.0 D+1.0 S(All Spans) , Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 195 @ 1'4 1/2" 1602 Passed(12%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.003 @ 1'4 1/2" 0.092 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) <br /> Total Load Defl.(in) 0.005 @ 1'4 1/2" 0.138 Passed(L/999+) 1 -- 1.0 D+1.0 S(All Spans) <br /> •Deflection criteria:LL(L/360)and TL(L/210). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(lbs) <br /> Supports Total Available Required Dead Roof Live 'Snow Factored Accessories <br /> 1 Trimmer-SPF 1.50" 1.50" 1.50" 111 138 172 283 None <br /> 2-Trimmer-SPF 1.50" 1.50" 1.50" 111 138 172 283 None <br /> Lateral Bracing Bracing Intervals comments <br /> Top Edge(Lug 2'9"o/c <br /> Bottom Edge(L.u) 2'9"0/c <br /> -Maximum allowable bracing intervals based on applied load, <br /> bead Roof Live Snow <br /> Vertical Loads Location Tributary Width (0.90) (non-snow:1.2S) (1.15) comments <br /> 0-Self Weight(PLF) 0 to 2'9" N/A 4.2 -- <br /> 1-Uniform(PSF) 0 to 2'9" 5' 15.3 20.0 25.0 RF <br /> Weyerhaeuser Notes <br /> Weyerlraeu5er warrants that the sizing of ils products will be in accordance with Weyerhaeuser product design criteria arid 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 /> responsiole to assure that this calculations is compatible with the overall protect 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 Fngineered Lumber Product, have peer evaluated by 1CC-FS under evaication reports FSR-11 S3 and FRR-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-ltbrary. <br /> The product application,input design loads,dimensions and support'nfcrmabon have been provided by ForteWEB Software Operator <br /> sJ �� <br /> ForteWEB Software Operator Job 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@rsdaeverett.corn \ELvernaeuser File Name: 9676 <br />