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='I O RTE W t4r f4llER REPORT PASSED <br /> Deck Framing,(E)Deck Beam <br /> 1 piece(s)4 x 10 DF No.2 <br /> Overall Length:B'T' <br /> + + <br /> u 0 <br /> il <br /> a o <br /> Drawing is Conceptual.Al locadons are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> _. <br /> " Member Length:8'7" <br /> Design Results Actual®Location Allowed : Result LOF 'Loadr Combination(Pattern) <br /> System:Floor <br /> Member Reaction(Ibs) 1387 @ 2" 7656(3.50") Passed(18%) 1.0 D+1.0 L(AII Spans) Member Type:Drop Beam <br /> Shear(Ibs) 1044 @ 1'3/4" 3885 Passed(27%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 2750 @ 4'3 1/2" 4492 Passed 61%) 1.00 1.0 D+1.0 L(AII Spans) Building Code:IBC 2018 <br /> j Live Load Defl.(in) 0.077 @ 4'3 1/2" 0.275 Passed(L/999+) 1.0 D+lA L(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.091 @ 4'3 1/2" 0.412 1 Passed(L/999+) I I 1.0 D+1.0 L Ail Spans) <br /> •Deflection criteria:LL(U360)and TL(L/210). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> i •Applicable calculations are based on NDS. <br /> bearing Length Loads to.Supports(Ibs) ' 4. <br /> supports ' '. Total Available Required. `Dead Floor live`: Factored Accessories <br /> 1-Column-DF 3.50" 3.50" 1.50" 209 1178 1387 Blocking <br /> pp 2-Column-DF 3.50" 3.50" 1.50" 209 1178 1387 Mocking <br /> I •B king Panels are assumed to carry no toads applied directly above them and the full load is applied to the member being designed. <br /> i; <br /> Lateral Bfdting':"::;:; p.' Bracing intervals . :'`: Comiments': :::: <br /> is Top Edge(to) 8 7"o!c <br /> s <br /> Bottom Edge(Lu) 8'7"o/c <br /> ji -Maximum allowable bracing intervals based on applied load. <br /> t .:Dead Floor Live.. <br />:I is Triiwtar <br /> Location <br /> CommentsVerilsal Loads. Width .. <br /> 0-Self Weight(PLF) 0 to 8'7" N/A 8.2 — <br /> c 1-Uniform{PLF} 0 to 817.(top) N/A 40 Joists <br /> .5 274.5 finked from:Deck <br /> ,support 3 <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 /> i 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 c framer is <br /> responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blacking Panels and Squash Mocks)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 E5R-1153 and ESR 1387 <br /> and/or tested In accordance with applicable AS1M standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to <br /> vnwr.weyerhaeuser.can/vroodproducts/document-library. <br /> The product application,Input design toads,dimensions and support Information have been provided by ForteWEB Software Operator <br /> i <br /> i <br /> ) <br /> is <br /> I; ForteWEB Software Operator Job Notes 5/30/2024 4:40:32 PM UTC <br /> Nabil Kausal-Hayes ForteWEB 0.7,Engine:V8.4.0.40,Data:V8.1.5.0 <br /> NKH Engineering <br /> (206)601.9728 <br /> ?: nadl@nkhergineering.com �l"cynhaeuser S2 <br /> NKH Eng neering <br /> i. <br />