Laserfiche WebLink
r ' illl r.LA Irt I C VV co MEMBER REPORT PASSED <br /> Upper Level, BM#23 <br /> 2 piece(s)2 x 6 HF No.2 )_-, <br /> Overall Length:3'3" <br /> 0 0 <br /> IJ L_1 <br /> All locations are measured from the outside Face of left support(or left cantilever erd).All dimensions are horizontal. <br /> Design Results Actual 0 Location Allowed Result LDF Loath Combination(Pattern) System:Well <br /> Member Reaction(Ibs) 1510 @ 0 1823(1.50") Passed(83%) .- 1.0 D+ 1.0 S(All Spans) Member type:header <br /> Building Use:Residential <br /> Shear(Ibs) 968 @ 7' 1898 Passed(51%) 1.15 1.0 D+1.0 S(Al,Spans) Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 1227 @ 1'7 1/2" 1572 Passed(78%) 1.15 1.0 D+1.0 S(AL Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.022 @ 1.'7 1/2" 0.108 Passed(L1999+) -- 1.0 D+1.0 S(Al Spans) <br /> Total Load Defl.(in) 0.043 @ 1'7 1/2" 0.162 Passed(L/904) -- 1.0 D+1.0 S(All Spans) <br /> •Deflection criteria:LL(L/360)and TL(V240). <br /> •A 1.8%decrease in the moment capacity has been added to account for lateral stability. <br /> •Applicable calculations are based on NOS. <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" 738 195 618 772 1510 None <br /> 2-Trimmer-SPF 1.50" 1.50" 1.50" 738 195 618 772 1510 None <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) E.nd Bearing Pants <br /> Bottom Edge(Lu) End Bearing Points <br /> 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 3'3" N/A 4.2 -- -- -• <br /> 1-Uniform(PSF) 0 to 3'3" 19' 15.5 • 20.0 25.0 RF <br /> 2-Uniform(PSF) 0 to 3'3" 3' 12.0 40.0 - - FLR <br /> 3•Uniform(PSF) 0 to 3'3' 12' 10.0 - - WALL <br /> Weyerhaeuser Notes <br /> Weyerhaeuser warrants that the sizing of it,product,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 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/woodproductsidocument-library. <br /> the product application,input design loads,dimensions and support information have been provided by ForteWE6 Software Operator <br /> ForteWE6 Software Operator Job Notes 10/11/2022 12:09:46 AM UTC <br /> Chris Lalonde A <br /> Structural Design Associates ForteWE6 v3.4, Engine:V8.2.2.122,Data:V8.1.3.0 <br /> (425)339-0293 <br /> clalonde@sdaeverett.com Weyerhaeuser File Name: 9676 <br /> n__.- » r'1r <br />