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iI FO RTE W E B MEMBER REPORT PASSED <br /> Level,EB#1(RXN ONLY) <br /> 2 piece(s)2 x 6 HF No.2 <br /> Overall Length_5'10" <br /> 0 0 <br /> r <br /> 5'3" <br /> 0 <br /> Drawing is Conceptual.All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal(typ.). <br /> Design Results Actual @ Location A@owed Result LDF Load:Combination(Pattern) Member Length:5'10" <br /> Member Reaction(Ibs) 467 @ 2" 4253(3.50") Passed(11%) •- 1.0 D+1.0 L(All Spans) system:Floor <br /> Shear(Ibs) 347 @ 9" Member Type:Flush Beam 1650 Passed{21%) 1.00 1.0 D+1.0 L{All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 606 @ 2'11" 1393 Passed(43%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2018 <br /> Live Load Defl.(in) 0.046 @ 2'11" 0.138 Passed(L1999+) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.061 @ 2'11" 0.275 1 Passed(L/999+) — 1.0 D+1.0 L(All Spans) <br /> • Deflection criteria:LL(L/480)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(lbs) <br /> Supports Total Available Required Dead Floor Live Factored Accessories <br /> 1-Stud wall-HF 3.50" 3.50" 1.50" 117 350 467 Blocking <br /> 2-Stud wall-HF 3.50" 3.50" 1 1.50" 117 350 467 Blocking <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 5'10"o/c <br /> Bottom Edge(Lu) 5'10"o/c <br /> -Maximum allowable bracing intervals based on applied load. <br /> Dead Floor live <br /> Vertical Loads Location(side) T berry (0.90) (1.00) Comments <br /> VA <br /> 0-Self Weight(PLF) 0 to 5'10" N/A 4.2 -- <br /> 1-Uniform(PSF) 0 to 5'10"(Front) 3' 12.0 40.0 Floor <br /> •Side bads are assumed to not induce cross-grain tension. <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 Blacks)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 www.weyerhaeuser.com/woodproducts/ <br /> document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWEB software Operator Job Notes 7/18/2024 11:00:50 PM LFFC <br /> Chris Lalonde <br /> Structural Design Associates ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 <br /> (425)339-0293 <br /> clalonde@sdaeverett.com Weyerhaeuser File Name: 10052 <br /> Page 3/ 5 <br />