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.I FORTE W E B MEMBER REPORT PASSED- - <br /> Level, E13#3 <br /> 1 piece(s)6 x 8 DF No.1 <br /> Overall Length-10'1 1/2" <br /> 0 1 0 <br /> 5 4" 4' <br /> 0 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 D Location ANowed Result LDF Load:combination(Pattern) Member Length:10'1 1/2" <br /> Member Reaction(Ibs) 2549 @ 5'8 3/4" 8181(3.50") Passed(31%) 1.0 D+1.0 L(All Spans) System:Floor <br /> Member Type:Drop Beam <br /> Shear(Ibs) 1821 @ 4'11 1/2" 4675 Passed(39%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) -1366 @ 5'8 3/4" 5156 Passed(26%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2018 <br /> Live Load Defl.(in) 0.018 @ 2'9 3/4" 0.187 Passed(L)999+) — 1.0 D+1.0 L(Alt Spans) Design Methodology:ASO <br /> Total Load Defl.(in) 0.023 @ 2'9 11/16" 0.280 Passed(L/999+) — 1.0 D+1.0 L(Alt Spans) <br /> •Deflection criteria:ILL(L/360)and TL(L/240). <br /> •A 0.5%decrease in the moment capacity has been added to account for lateral stability. <br /> •-205 Has uplift at support located at 10'.Strapping or other restraint may be required. <br /> •Applicable calculations are based on NDS. <br /> Nearing Length Loads to Supports(Ibs) <br /> Supports Total M3.00" i.501, <br /> ired Dead Floor Live Factored Alva <br /> 1-Stud wall-HF 3.00" 0" 275 836/-18 1112 Blocking <br /> 2-Stud wall-SPF 3.50" 0" 681 186E 2549 Blocking <br /> 3-Stud wall-HF 3.00" 8 203/-213 211/-205 Blacking <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) Continuous <br /> Bottom Edge(Lu) End Bearing Points <br /> Dead Floor Live <br /> Vertical Loads Location(Side) Tributary (0.90) (1.00) Cammants <br /> Width <br /> 0-Self Weight(PLF) 0 to 10'1 1/2" N/A 10.4 -- <br /> Linked from:EB#2 <br /> 1-Point(lb) 4'9 3/4"(Front) N/A 251 654 (RXN ONLY), <br /> Support 1 <br /> 2-Uniform(PSF) 0 to 4'9 3/4"(Front) 7'9" 12.0 40.0 Floor <br /> 3-Uniform(PSF) 4'9 3/4"to 10'1 2'6" 12.0 40.0 Floor <br /> 1/2"(Front) <br /> •Side loads are assumed to not induce cross-grain tension. <br /> We erhaeuser 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.weyerhaeusercom/woodproducts/ <br /> document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWES Software Operator 3obNotes 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 /> cialonde@sdaeverett.com Weyerhaeuser File Name: 10052 <br /> Page 5/5 <br />