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r-.41 rMR I C VV cc. MEMBER REPORT PASSED <br /> Upper Level, BM#15 <br /> 2 piece(s)2 x 10 HF No.2 ; <br /> Overall Length:6'3" <br /> 0 <br /> d t <br /> i <br /> [1 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual I Location Allowed Result LDF Loads Combination(Pattern) System:Wall <br /> Member Reaction(MS) 1804 @ 0 1823(1.50") Passed(99%) -- 1.0 D+ 1.0 L(All Spans) Member Type;Header <br /> Building Use:Residential <br /> Shear(Ibs) 1287 @ 10 3/4" 2775 Passed(46%) 1.00 1.0 D+ 1.0 L(All Spans) - Building Code:IBC 2018 <br /> _Moment(Ft-Ibs) 2819 @ 3'1 1J2" 3333 Passed{85%) 1.00 1.0 D+ 1.0 t.(All Spans) __ Design Methodology:ASP <br /> Live Load Defl.(in) 0.037 @ 3'1 1/2" 0.208 Passed(L1999+) i - 1.0 D+ 1.0 L(All Spans) <br /> Total Load Deft.(in) 0.077 @ 3'1 1/2" 0.313 Passed(L/973) -- 1.0 D+ 1.0 L(All Spans) <br /> • Detection criteria:LL(L360)and TL(LJ240). <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(Ibs) <br /> Supports Total Available Required Dead Floor live Roof Live Snow Factored Accessories <br /> 1-Trimmer-SPF 1.50" 1.50" 1.50" 929 875 188 234 1804 None <br /> 2-Trimmer-SPF 1.50" 1.50" 1,50" 929 875 188 234 1804 None. <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 6'3"o/c <br /> Bottom Edge(Lu) 6'3"o/c <br /> •Maximum allowable bracing intervals based on applied load. <br /> t— Dead 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 6'3" N/A 7.0 -- •- -- <br /> 1-Uniform(PSF) 0 to 6'3" 3' 15.5 20.0 25.0 RF <br /> 2-Uniform(PSF) 0 to 6'3" 15' 10.0 - - - WALL <br /> .3•Uniform(PSF) 0 to 6'3" 7' 12.0 40.0 • <br /> • <br /> FLR <br /> 1 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'.s 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 in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation detail-,refer to <br /> www.vveyerhaeusencom/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> a fig/ <br /> ForteWEB Software Operator Sob 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 Wlcvcrhaeuser File Name: 9676 <br /> n-..... nr i-fc <br />