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® FORTE CM MEMBER REPORT PASSED <br /> Level, Floor: Joist <br /> 1 piece(s) 117/8"TJI@ 560 @ 12"OC <br /> Overall Length:22'T' <br /> 0 0 <br /> 22' <br /> ❑1 ❑2 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(lbs) 615 @ 2 1/2" 1396(2.25") Passed(44%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist <br /> Shear(lbs) 605 @ 3 1/2" 2050 Passed(30%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Building Code:IBC 2018 <br /> Moment(Ft-lbs) 3378 @ 11'3 1/2" 9500 Passed(36%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:Aso <br /> Live Load Defl.(in) 0.347 @ 11'3 1/2" 0.554 Passed(L/767) 1.0 D+1.0 L(All Spans) <br /> Total Load Defl.(in) 0.477 @ 11'3 1/2" 1 1.108 1 Passed(L/558) 1.0 D+1.0 L(All Spans) <br /> TJ-Pro'""Rating 42 40 Passed <br /> • Deflection criteria:LL(L/480)and TL(L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •A structural analysis of the deck has not been performed. <br /> • Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser EdgeTM Panel(24"Span Rating)that is glued and nailed down. <br /> •Additional considerations for the TJ-ProTM Rating include:None. <br /> Bearing Length Loads to Supports(lbs) <br /> Supports Total Available Required Dead Floor Live Total Accessories <br /> 1-Stud wall-SPF 3.50" 2.25" 1.75" 169 452 621 1 1/4"Rim Board <br /> 2-Stud wall-SPF 3.50" 2.25" 1 1.75" 169 452 621 1 1/4"Rim Board <br /> •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 9'8"o/c <br /> Bottom Edge(Lu) 22'5"o/c <br /> •TJI joists are only analyzed using Maximum Allowable bracing solutions. <br /> -Maximum allowable bracing intervals based on applied load. <br /> Dead Floor Live <br /> Vertical Load Location Spacing (0.90) (1.00) Comments <br /> 1-Uniform(PSF) 0 to 22'7" 12" 15.0 40.0 Default Load <br /> Member Notes <br /> TYPICAL FLOOR JOIST <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 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 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 /> ForteWEB Software Operator Job Notes <br /> 5/17/2022 10:13:13 PM UTC <br /> Phil A.Harezlak <br /> MJH Engineering AForteWEB v3.2, Engine:V8.2.0.1p7,Data:V8.1.0.16 <br /> (360)224-0627 PaYlle Nof 52 MOON RES <br /> harezlak-p@hotmail.com Weyerhaeuser <br /> Page 1/ 1 <br />