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e.2 FORTEW EB MEMBER REPORT 7of12 PASSED <br /> FB3-Walkway perimeter beam <br /> 1 piece(s)4 x 12 DF No.1 <br /> Overall Length:12' <br /> + 0 <br /> 0 <br /> 12' <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Design Results Member Type:Flush Beam <br /> Member Reaction(Ibs) 2319 @ 1/4" 3828(1.75") Passed(61%) -- 1.0 D+ 1.0 L(All Spans) Building Use:Residential <br /> Shear(Ibs) 1900 @ 1'1" 4725 Passed(40%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-lbs) 6908 @ 6' 6768 Passed(102%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:Aso <br /> Live Load Defl.(in) 0.182 @ 6' 0.299 Passed(L/789) 1.0 D+1.0 L(All Spans) <br /> Total Load Defl.(in) 0.252 @ 6' 0.598 Passed(L/570) 1.0 D+1.0 L(All Spans) <br /> • Deflection criteria:LL(L/480)and TL(t/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 <br /> Total Available Required Dead Floor Llve Factored Accessories <br /> 1-Column-HF 1.75" 1.75" 1.50" 645 1674 2319 None <br /> 2-Column-DF 1.75" 1.75" 1.50" 645 1674 2319 None <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 6"o/c <br /> Bottom Edge(Lu) 12'o/c <br /> -Maximum allowable bracing Intervals based on applied load. <br /> Dead Floor Live <br /> Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments <br /> 0-Self Weight(PLF) 0 to 12' N/A 10.0 <br /> Linked from:F13.2- <br /> 1-Uniform(PLF) 1 0 to 12'(Front) N/A 97.5 279.0 Floor Joist 5'span, <br /> Support 2 <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,bulkier 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 EngineeredWeyerhaeuserLumber product literature have been re and installation tod by ICC-ES details refer tnnder evaluation reports ESR-1153 and ESR-1387 <br /> and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, y <br /> www.%Yeyerhaeuser.com/woodpvducts/document-library. <br /> The product application,Input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWEB Software operator Sob Notes 9/14/2022 3:53:48 PM UTC <br /> Aaron Scott ForteWEB 0.4,Engine:V8.2.2.122, Data:V8.1.3.0 <br /> Dibble Engineers Inc. <br /> (425)828-4200 File Name: Building G Fire damage <br /> ascott(adibbleengineers.com Weyerhaeuser <br /> I Paae17/ 19 <br />