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FORTE MEMBER REPORT PASSED <br /> Residence Upper Floor,UB-04 <br /> 1 piece(s)4 x 8 DF N0.2 <br /> &.'erall L eng:h: <br /> C. 0 <br /> t, <br /> u 6" <br /> o a <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Result Load:Combination(Pattern)' System:Wall <br /> Member Reaction(Ibs) 1043 @ 0 3281(1.50") Passed(32%) -- 1.0 D+1.0 L(All Spans) Member Type:treader <br /> Shear(Ibs) 638 @ 8 3/4" 3045 Passed(21%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft Ibs) 978 @ 1'10 1(2" 2989 Passed(33%) 1.00 1.0 D+1.0 L(AII Spans) Building Code:IBC 2018Design Methodology:ASD <br /> Live Load Defl.(in) 0.010 @ 1'10 1/2" 0.125 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) <br /> Total Load Defl.(in) 0.014 @ 1'10 1/2" 0.188 1 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:LL(L/360)and TL(1.1240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Applicable calculations are based on NOS. <br /> Bearing lengih Loads tto supporfs(Ibs) <br /> S�I�JpDI 5 Tota! Available .Required Dead MOor Live Total Accessories <br /> 1-Trimmer-SPF 1.50" 1.50" 1S0" 293 750 1043 Norte <br /> 2-Trimmer-SPF 1.50" 1.50" 1S0" 293 750 1043 None <br /> Bracin'Intervals <br /> Lateral Bracing s <br /> Top Edge(Lu) 3'9"% <br /> Bottom Edge(Lu) TV 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" N/A 6.4 — <br /> 1-Uniform(PSF) 0 to 3'9' 10, 15.0 40.0 Oefau:t Load <br /> Weyerhaeuser Notes i. <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 ICC-ES under evaluation reports ESR-1153 and ESP.-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 /> ForteWEB Software Operator Sob Notes 11/6/2023 6:56:20 PM UTC <br /> Tyler Wandsrhneider <br /> MEngineering ForteWEB v3.6,Engine:V8.3.1.5, <br /> (425)814-844B U?. <br /> tyler.wandsdmeider@btleng.net p�.�;. .c- File Name: Linton Ret <br /> Page 1/1 <br />