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&I FORTE W EB MEMBER REPORT PASSED <br /> 6of12 <br /> F33.2-Floor Joist 5'span <br /> 1 piece(s)2 x 10 HF No.2 @ 16"OC <br /> Overall Length:5'7" <br /> i <br /> + <br /> + 0 <br /> 0 <br /> 5' <br /> a � <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Actual @ Location AllowedKResultLDF Loads Combination(Pattern) System:Floor <br /> Design Results MemberType:3ast <br /> Member Reaction(Ibs) 503 @ 2 1J2" 2126(3.50" %) 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Shear(Ibs) 311 @ 1'3/4" 1388 %) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2018 <br /> Moment(Ft Ibs) 601 @ 2'9 1/2" 1917 %) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.017 @ 2'9 1/2" 0.17299+) i n D+1.0Total Load DeFl.(in) 0.022 @ 2'9 1/2" 0.25899+) 1.0 D+1.0 L(All Spans) <br /> TJ-Pro'"Rating N/A N/A N/A N/A <br /> • Deflection criteria:LL(14360)and TL(1.1240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •A 15%Increase in the moment capacity has been added to account for repetitive member usage. <br /> •Applicable calculations are based on NDS. <br /> • No composite action between deck and joist was considered in analysis. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports <br /> Total Available Required Dead Floor Live Factored Accessories <br /> 1-Stud wall-SPF 3.50" 3.50" 1.50" 130 372 503 Blocking <br /> 2-Stud wall-SPF 350" 3.50' 1.50" 130 372 503 Blocking <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applled to the member being designed. <br /> Lateral Bracing Bradng Intervals Comments <br /> Top Edge(Lu) 5'7'o/c <br /> Bottom Edge(Lu) 5'7"o/c <br /> -Maximum allowable bracing Intervals based on applied load. <br /> Dead Floor Live <br /> Vertical Load Location(Side) Spacing (0,90) (1.00) Comments <br /> 1-Uniform(PSF) 0 to 5'7" 16" 35.0 100.0 Exterior walkway <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,builder or framer Is <br /> responsible to assure that this calculation Is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Bkxks)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 <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 /> Fortewes Software operator Job 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 /> ascottgdibbleengineers.com V'eyerhaeuser <br /> PRaP17 / 19 <br />