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, 'at runt C vv i cp MEMBER REPORT PASSED <br /> Upper Level,BM#18 <br /> 2 piece(s)2 x 6 HF No.2 50 <br /> Overall Length:3'6" <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual o Location Allowed Result LDF Load:Combination(Pattern) System:Wail <br /> Member Reaction(Ibs) 400 @ 0 1823(1.50") Passed(22%) -- 1.0 D+ 1.0 S(All Spans) Member Type: loader <br /> Building Use:Residential <br /> Shear(Ibs) 267 @ 7" 1898 Passed(14%) 1.15 1.0 D+ 1.0 S(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 350 @ 1'9" 1602 Passed(22%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.009 @ 1'9" 0.117 Pascpd(U999+) 1.0 D+1.0 S(All Spans) <br /> Total Load Defl.(in) 0.014 @ 1'9" 0.175 Passed(L/999+) -- 1.0 D+ 1.0 S(All Spans) <br /> •Deflection criteria:LT(L/360)and TL(L/240). <br /> •Allowed moment does not retied 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 Roof Live Snow Factored Accessories <br /> 1-Trimmer-SPF 1,50" 1,50" 1.50" 1.59 193 241 400 None <br /> 2-Trimmer-SPF 1.50" 1.50' 1.50" 159 193 241 400 None <br /> Lateral Bracing Bracing intervals comments <br /> Top Edge(Lu) 3'6"oft <br /> Bottom Edge(Lu) 3'6"o/c <br /> -Maximum allowable bracing intervals based on applied load. <br /> Dead Roof Live Snow <br /> Vertical Loads Location Tributary Width (0.90) (non-snow:1.25) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 3'6" NIA 4.2 -- <br /> 1-Uniform(PSI) 0 to 3'6" 5'6- 15.8 20.0 25.0 RI <br /> Weyerhaeuser Notes <br /> Weyerhaeuser warrants that the sizing of is 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'.ntended 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 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 in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to <br /> www.weyerhaeuser.com/woodproductsfdocument-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWE6 Software Operator <br /> 64/•a/ <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 /> claiondetsdaeverett.com Weyerhaeuser File Name: 9676 <br />