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-AI <br /> FORTE W E B MEMBER REPORT PASSED <br /> Roof, New Roof Beam 20'Span <br /> 1 piece(s)3 1/2"x 10 1/2" 24F-V4 DF Glulam <br /> Overall Length:20'2" <br /> 0 0 <br /> r � <br /> 19'7" <br /> 0 <br /> Drawing is Conceptual.All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal(typ.). <br /> Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) Member Length:20'2" <br /> Member Reaction(Ibs) 1531 @ 2" 7963(3.50") Passed(19%) 1.0 D+1.0 S(All Spans) System:Roof <br /> Shear(Ibs) 1354 @ 1'2" 7466 Passed(18%) 1.15 1.0 D+1.0 S(All Spans) Member Type:Drop Beam <br /> Building Use:Residential <br /> Pos Moment(Ft-Ibs) 7466 @ 10'1" 14792 Passed(50%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2021 <br /> Live Load Defl.(in) 0.585 @ 10,1" 0.992 Passed(L/407) 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.870 @ 10'1" 1 1.322 1 Passed(L/274) 1.0 D+1.0 S(All Spans) Member Pitch:0/12 <br /> • Deflection criteria:LL(L/240)and TL(L/180). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Critical positive moment adjusted by a volume/size factor of 1.00 that was calculated using length L=19'10". <br /> •The effects of positive or negative camber have not been accounted for when calculating deflection. <br /> •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. <br /> •Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Snow Factored Accessories <br /> 1-Column-HF 3.50" 3.50" 1.50" 502 1029 1531 Blocking <br /> 2-Column-HF 3.50" 3.50" 1.50" 502 1029 1531 Blocking <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) 20'2"o/c <br /> Bottom Edge(Lu) 20'2"o/c <br /> -Maximum allowable bracing intervals based on applied load. <br /> Dead Snow <br /> Vertical Loads Location(Side) Tributary (0.90) (1.15) Comments <br /> Width <br /> 0-Self Weight(PLF) 0 to 20'2" N/A 8.9 <br /> 1-Uniform(PSF) 0 to 20'2"(Front) 4'1" 10.0 25.0 Roof Load <br /> •Side loads are assumed to not induce cross-grain tension. <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 www.weyerhaeuser.com/woodproducts/ <br /> 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 7/20/2024 1:06:01 AM UTC <br /> Mark Trembach <br /> ESGD ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 <br /> (arl)660-9422 File Name: Novak Deck <br /> mark.esgd@outlook.com Weyerhaeuser <br /> Page 1 / 1 <br />