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ewI FORTE W EB MEMBER REPORT PASSED <br /> 8of12 <br /> Level,hand railing top <br /> i piece(s)2 x 4 DF No.2 <br /> Overall Length:6' <br /> AM <br /> + 0 <br /> 0 - <br /> 6' <br /> a � <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> System:Floor <br /> Design Results Actual @Location iw <br /> LDF Load:Combination(Pattern) Member Type:Flush Beam <br /> Member Reaction(Ibs) 147 @ 1 3/4" (10%) 1.0 D+ 1.0 L(All Spans) Building Use:Residential <br /> Shear(Ibs) 132 @ 5 1/4" (21%) 1.00 1.0 D+1.0 L(AII Spans) Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 209 @ 3' (61%) 1.00 1.0 D+1.0 L(AII Spans) Design Methodology:Aso <br /> Live Load Defl.(in) 0.139 @ 3' d(L/492) 1.0 D+1.0 L(AII Spans) <br /> Total Load Defl.(in) 0.143 @ 3' 0.285 Passed(L/479) 1.0 D+1.0 L(All Spans) <br /> • Deflection criteria:LL(L/480)and TL(U240). <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-Hanger on 3 1/2"SPF beam 1.75" Hanger' 1.50" 4 150 154 See note' <br /> 2-Hanger on 3 1/2"SPF beam 1.75" Hanger' 1.50" 4 150 154 See note' <br /> •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br /> •'See Connector grid below for additional Information and/or requirements. <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 5'9"o/c <br /> Bottom Edge(Lu) 5'9"o/c <br /> .Maximum allowable bracing Intervals based on applied load. <br /> Connector:Simpson Strong-Tie <br /> Face Fasteners Member Fasteners Accessories <br /> Support Model Seat Length Top Fasteners <br /> 1-Face Mount Hanger LU24 1.50" N/A 4-10dx1.5 2 IOdx1.5 <br /> 2-Face Mount Hanger LU24 1.50" N/A 4-10dx1.5 2-10dx1.5 <br /> •Refer to manufacturer notes and instnxtions for proper installation and use of all connectors. <br /> Dead Floor Live <br /> Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments <br /> 0-Self Weight(PLF) 1 3/4"to 5'10 1/4" N/A 1.3 -- <br /> 1-Uniform(PLF) 0 to 6'(Front) N/A - 50.0 Default Load <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 hating 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 Pro literature have <br /> and Installation evaluated details refer to by ICC-ES under evaluation reports ESR-1153 and ESR-1387 <br /> a ae <br /> and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Pr <br /> www.weyerhaeuser.com/woodproducts/document-library. <br /> The product application,Input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWEB Software Operator lob Notes 9/8/2022 4:42:37 PM UTC <br /> Aaron Scott ForteWEB v3.4,Engine:V8.2.2.122, Data:V8.1.3.0 <br /> Dibble Engineers Inc. <br /> (425)828-4200 erhaeuser File Name: Bldg C landing repair <br /> ascott@adibbleengineers.com \Cre y <br /> Pane 1 / 1 <br />