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t-tp K 1 C vv G 13 MEMBER REPORT PASSED <br /> Roof,3ST#2 , <br /> 1 piece(s)16"T]I®560 C1 24"OC <br /> Sloped Lergth:38' 10 1 S/16" <br /> 6 33" 6. <br /> iI <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:39'4 5/16" <br /> Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Roof <br /> Member React on(lbs) 1508 @ 1'8 3/4" 4188(5.25") Passed(36%) 1.15 1.0 D+1.0 S(Adj Spans) Member Type:Joist <br /> Building Use:Residential <br /> Shear(lbs) 1277 @ 1'11 1/2" 3117 Passed(41%) 1.15 1.0 D+1.0 S(Adj Spans) Building Code:IBC 2018 <br /> Moment(Ft-lbs) 11337 @ 18'5 1/2" 14864 Passed(76%) 1.15 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 1.323 Co 18'5 1/2" 1.763 Passed(L/320) -- 1.0 D+1.0 S(Alt Spans) Member Pitch:4/12 <br /> Total Load Defl.(in) 2.155 @ 18'5 1/2" 2.351 Passed(L/196) •- 1.0 D F 1.0 S(Alt Spans) <br /> •Deflection criteria:LL(L/240)and TL(L/180). <br /> •Overhang deflection criteria:IL(21/240)and TL(21/180). <br /> •Upward deflection on left and right cantilevers exceeds overhang deflection criteria. <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> Bearing Length Loads to Supports(ils) <br /> Supports Total Available Required Dead Roof Live Snow Factored Accessories <br /> -Beveled Plate-SPF 5.50" 5.50" 3.50" 584 739 924 1508 Blocking <br /> • <br /> 2-Beveled Plate-SPF 5.50" 5.50" 3.50" 584 739 924 1508 Blocking <br /> •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member taming designed. <br /> Lateral Bracing Bradng intervals Comments <br /> Top Edge(to) 5'11"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 Isad. <br /> Dead Roof Live Snow <br /> Vertical Load Location Spacing (0.90) (non-snow:1.25) (1.15) Comments <br /> 1-Uniform(PSF) 0 to 36'11" 24" 15.0 20.0 I 25.0 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 arty 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 frarner is <br /> responsible to assure that this calcu'abon 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 beer 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.corn/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 10/11/2022 12:09:46 AM UTC <br /> Chris Lalonde <br /> Structural Design Associates ForteWEB v3.4, Engine:V8.2.2.122,Data:V8.1.3.0 <br /> (425)339-0293 <br /> clalondef ecaeverett.com 0.t'ytrhaeuser File Name:9676 <br /> n__.. -i ine <br />