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, ' i/I r'Jim i C YY C.0 MEMBER REPORT PASSED <br /> Upper Level, BM#11 <br /> 2 piece(s)2 x 10 HF No.2 <br /> Overall Length:11 <br /> ;1 0 <br /> di t <br /> Li <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual a Location Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> Member Reaction(Ibs) 2527(Cr)1 1/2" 3645(3.00") Passed(69%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Building Use:Residential <br /> Shear(Ibs) 1.667 @ 1'1/4" 3191 Passed(52%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-lbs) 3482 @ 3' 3833 Passed(91°l0) 1.15 1.0 D+ 1.0 5(All Spans) _ Design Methodology:ASO <br /> Live Load Defl.(in) 0.038 @ 3' 0.192 Passed(L/999+) — 1.0 D+1.0 S(All Spans) <br /> Total Load Deft.(in) 0.081 @ 3' 0.287 Passed(L,/857) -- 1.0 D+ 1.0 S(All Spans) <br /> •Deflection criteria:LL(Lj360)and IL(L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Applicable calculations are based on NDS. <br /> Searing Length Loads to Supports(Ibs) <br /> ^ r <br /> Supports Total Available Required Dead Floor Live Roof Live Snow Factored Accessories <br /> 1-Trimmer er-SPF 3.00" 3.00' 2.08" 1327 180 960 1200 2527 None <br /> 2-Trimmer-SPF 3.00" 3.00' 2..08" 1327 180 960 1200 2527 None <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(I..u) 6'o/c <br /> Bottom Edge(Lu) 6'o/c <br /> 'Maximum allowable bracing intervals based on applied load. <br /> bead Floor Live Roof Live Snow <br /> Vertical Loads Location Tributary Width (0.90) (1.00) (non-snow:1.25) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 6' N/A 7.0 -- .. -- <br /> 1-Uniform(PSI) 0 to 6' 1.6' 15.5 - 20.0 25.0 RF <br /> ^2-Uniform(PSF) I to 6' 1.7' 1.0.0 L WAL. <br /> 3-Uniform(PSF) 0 to 6' 1'6" 12.0 40.0 - - FLR <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 Stocks)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-1387 <br /> and/or tested in accordance with applicable AS TM 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 /> S9—//. / <br /> ForteWEB Software Operator 3ob 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 /> clalondetsdaeverett.coin Weycrliueiiser File Name: 9676 <br /> n-..-..ni r no <br />