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• • l ruin t <br /> MEMBER REPORT PASSED <br /> Main Level, BM#26 <br /> 1 piece(s)4 x 1.0 HF No.2 :> �'� <br /> Overall Length:6'7" <br /> r <br /> 0 <br /> 1 <br /> 6' <br /> [j] C'€ <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> I Design Results Actual Location Allowed Result mm LOF Lord:Combination(Pattern) 1 System:Floor <br /> Member Reaction(Ibs) 2338 @ 2" 4961(3.50") Passed(47%) 1.0 D+ 1.0 L(All Spans) I h erntx r Type:Drop Beam <br /> Building Use:Residential <br /> Shear(Ibs} 1583 @ 1'3/4" 3238 Passed(49%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-lbs) 3468 @ 3'3 1!2" 4189 Passed(83%) 1.00 1.0 D+ 1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.062 @ 3'3 1/2" 0.208 Passed(I,/999+) 1.0 D+ 1.0 L(All Spans) <br /> Total Load Defl.(In) 0.081 @ 3'3 1/2" _ 0.313 Passed(L/923) 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:LL(LJ360)and IL(L1240). <br /> •A 1.3%decrease in the moment capacity has been added to acmunt for lateral stability- <br /> •Applicable calculations are based on NUS. <br /> 1 Bearing Length Loads to Supports(Ibs) <br /> Supports ! Total Available Required Dead Floor live Factored Accessories <br /> 1-Column-HF 3.50" 3.50" 1.65" 560 1778 2338 Blocking <br /> 2-Column-HF 3.50" 3.50" 1.65" 560 1778 2338 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 /> Edge(Lu) End Bearing Pants <br /> �.. .. W..._......_.-m�.�. .. ..._.... __ <br /> Bottom Edge(Lu) End Bearing Points <br /> t _ DeadFloor Live 1 <br /> Vertical Loads Location(Side) 1 Tributary Width (0.90) (1.00) Comments <br /> 0-Self Weight(PLF) 0 to 6'7" NIA 8.2 -.. <br /> 1-Uniform(PSF) 0 to Ei 7"(Top) --� 13'6" 12.0 40.0 ,FLR <br /> Weyerhaeuser Notes __ <br /> Weyerhaeuser warrants that the sizing of its products wit 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 be 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.corn/wocviproducts/docuruent-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> c_______c_.) <br /> ForteWEB Software Operator Job Notes 10%11/2022 12:09:46 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 <br /> clalonde@sdaeverert.com Weyerhaeuser File Name: 9676 <br /> n.......-Ic r->G <br />