Laserfiche WebLink
;Jai rMfl C.vv Co MEMBER REPORT PASSED <br /> Upper Level,BM#8 <br /> 2 piece(s)2 x 6 HE No.2 <br /> e 5ll 1.vngtn:4' <br /> 0 0 <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 0 Location Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> Member Reaction(Ibs) 168©0 1823(LSO") Passed(9%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Building Use:Residential <br /> Shear(Ibs) 122 @ 7" 1898 Passed(6%) 1.15 1.0 D+1.0 5(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 179 @ 2'1 1/2" 1602 Passed(11%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASO <br /> Live Load Defl.(in) 0.010©2'1 1/2" 0.142 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) <br /> Total Load Defl.(in) 0.011 @ 2'1 1/2" 0.213 Passed(1/999+) -- 1.0 D+1.0 S(All Spans) <br /> •Detection criteria:LL(L/360)and TL(L/240). <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 Roof Live Snow Factored Accessories <br /> 1-Trimmer-SPF 1.50" 1.50" :.50" 9 128 159 168 None <br /> 2•Trimmer-SPF 1.50" 1.50" 1.50" 9 128 159 168 None <br /> Lateral Bracing Bracing Intervals comments <br /> Top Edge(I u) 4 3"o/c <br /> Bottom Edge(Lu) 4'3"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) (1.1S) Comments <br /> 0-Self Weight(PLF) 0 to 4'3" N/A 4.2 -- -- <br /> 1•Uniform(PSF) 0 to 4'3" 3' - 20.0 25.0 RFe <br /> Weyerhaeuser Notes <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published des'gn values.Weyerhaeuser expressly disclaims any other warranties <br /> related to the software.Use of this softwa a is not intended to circumvent the need for a design professional as determined by the authority having Jurisdiction.The designer of record,builcer or framer is <br /> responsible 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-11.53 and CSR-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.weyerh a euser.rom/wood productsfdocument-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> 4, <br /> ForteWEB Software Operator Job Notes 12/5/2022 9:01:03 PM 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 ii!! <br /> dalonde@sdaeverett.com Weyerhaeuser File Name:9676 <br />