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.I FO RT E W E B MEMBER REPORT PASSED <br /> Level, EB#2(RXN ONLY) <br /> 3 piece(s)2 x 8 DF No.1 <br /> Overall Length:11'7" <br /> 0 1 0 <br /> a <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 0 Location ANowad Remit LDF Load:Combination(Pattern) Member Length:11'7" <br /> Member Reaction(Ibs) 904 @ 2" 6379(3.50") Passed(14%) -- 1.0 D+1.0 L(All Spans) System:Floor <br /> Shear(Ibs) 804 @ 10 3/4" 3915 Passed(21%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Flush Beam <br /> Building Use:Residential <br /> Moment(Ft-Ibs) 3065 @ 5'3 1/2" 3942 Passed(78%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2018 <br /> Live Load Den.(in) 0.192 @ 5'8 15/16" 0.281 Passed(L/704) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASO <br /> Total Load Defl.(in) 0.264 @ 5'8 15/16" 1 0.563 Passed(L/511) -- 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(Ibs) <br /> Supports Total Available Required Dead Floor Live Factored Accessories <br /> 1-Stud wall-HF 3.50" 3.50" 1.50" 251 654 904 Blocking <br /> 2-Stud wall-HF 3.50" 3.50" 1.50" 240 623 863 Blocking <br /> •8loddng 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) 11'7"o/c <br /> Bottom Edge(Lu) 11'7"o/c <br /> -Maximum allowable bracing intervals based on applied load. <br /> Dead Floor Live <br /> Vertical Loads Location(Side) Tributary (0.90) (1.00) Comments <br /> Width <br /> 0-Self Weight(PLF) 0 to 11'7" N/A 8.3 -- <br /> 1-Uniform(PSF) 0 to 11'7"(Front) 2' 12.0 40.0 Floor <br /> Linked from:EB#1 <br /> 2-Point(lb) T 3 1/2"(Front) N/A 117 350 (RXN ONLY), <br /> Support 1 <br /> •Side loads 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 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 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 UTC <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 4/ 5 <br />