Laserfiche WebLink
• -'1FORTE WEB <br /> ' MEMBER REPORT PASSED <br /> Floor,Typical Joist <br /> 1 piece(s)11 7/8"T]I®560 @ 16"OC <br /> Overall Length:23' <br /> 21' <br /> 0 <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(Ibs) 707 @ 4 1/2" 1725(3.50") Passed(41%) 1.00 1.0 D+1.0 L(Alt Spans) Member Type:Joist <br /> Building Use:Residential <br /> Shear(Ibs) 683 @ 5 1/2" 2050 Passed(33%) 1.00 1.0 D+1.0 L(Alt Spans) Building Code:IBC 2018 <br /> Moment(Ft-lbs) 3418 @ 10'3 11/16" 9500 Passed(36%) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.331 @ 10'6 7/8" 0.510 Passed(L/740) -- 1.0 D+1.0 L(Alt Spans) <br /> Total Load Defl.(in) 0.406 @ 10'5 3/4" 1.020 Passed(L/603) -- 1.0 D+1.0 L(Alt Spans) <br /> TJ-Pro""Rating 47 40 Passed -- -- <br /> • Deflection criteria:LL(L/480)and TL(L/240). <br /> •Overhang deflection criteria:LL(2L/480)and TL(214240). <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 Edge""Panel(24"Span Rating)that is glued and nailed down. <br /> •Additional considerations for the TJ-Pro""Rating include:1/2"Gypsum ceiling. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Live Snow Total Accessories <br /> 1-Stud wall-SPF 5.50" 4.25" 1.75" 151 564/-1 -7 715/-8 1 1/4"Rim Board <br /> 2-Stud wall-SPF 5.50" 5.50" 3.50" 369 669 74 1112 Blocking <br /> •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 9'8"o/c <br /> Bottom Edge(Lu) 14'7"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 Snow <br /> Vertical Loads Location Spacing (0.90) (1.00) (1.15) Comments <br /> 1-Uniform(PSF) 0 to 23' 16" 12.0 40.0 - Floor <br /> 2-Point(lb) 23' N/A 120 - - Wall <br /> 3-Point(lb) 23' N/A 32 - 67 Roof <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 lob Notes 5/5/2022 9:07:37 PM UTC <br /> Kelsi Bonner <br /> BTL Engineering ForteWEB v3.2,Engine:V8.2.0.17, Data:V8.1.0.16 <br /> (931)581-9272 <br /> kelsi.bonner@btleng.net Weyerhaeuser File Name: Peterson Garage-Everett <br /> U2.1 Pagel/1 <br />