Laserfiche WebLink
I r,v ri i C Yb lam.C) MEMBER REPORT PASSED <br /> Upper Level,BMft16 <br /> ,X, . <br /> 2 piece(s)2 x 6 HF No.2 <br /> Overall Length:3'9" <br /> 0 0 <br /> 3'6' <br /> El 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal, <br /> Design Results Actual,m Location Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> Member Reaction(lbs) 690 @ 0 1823(1.50") Passed(38%) _ 1.0 D+1.0 L(All Spans) <br /> _ Member Type:deader <br /> •- <br /> Building Use:Residential <br /> Shear(Ibs) 476 @ 7" 1650 Passed(29%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-lbs) 647 @ 1'10 1/2" 1393 Passed(46%) 1.00 1,0 D+1.0 L(All Spans) Design Methodokxiy:ASD <br /> Live Load Defl.(in) 0.023 @ 1'10 1/2" 0.125 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) <br /> Total Load Defl.(in) 0.030 @ 1'10 1/2" 0.188 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:LL(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 NOS. <br /> Bearing Length Loads to Supports(lbs) <br /> Supports Total Available Required Dead Floor Live Factored Accessories <br /> 1-Trimmer-SPf 1.50" 1.50" 1.50" 165 525 690 None <br /> 2-Trimmer-SPF 1.50" 1.50" 1.50" 165 525 690 None <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 3'9"o/c <br /> Bottom Edge(Lu) 9"o/c <br /> *Maximum allowable bracing intervals based on applied load. <br /> Dead Floor Live <br /> Vertical Loads Location Tributary Width (0.90) (1.00) Comments <br /> 0-Self Weight(PLF) 0 to 3'9" NIA 4.2 .. <br /> 1-Uniform(PSF) 0 to 3'9" 7' 12.0 10.0 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 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 1CC-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/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> i <br /> ForteWEB Software Operator Job Notes 10/11/2022 12:Q9:46 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 File Name: 9676 <br /> daionde@sdaeverett.com Weyerhaeuser <br /> M.....1r 1'tr_ <br />