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-AI <br /> FORTE W E B MEMBER REPORT PASSED <br /> Level, Garage Dr Beam-2.2 <br /> 1 piece(s)5 1/2"x 18" 24F-V4 DF Glulam <br /> AL <br /> 0 0 <br /> I <br /> 16'6" <br /> 1❑ ❑2 <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:16'6" <br /> Member Reaction(Ibs) 7421 @ 16'4 1/2" 10725(3.00") Passed(69%) 1.0 D+1.0 L(All Spans) System:Floor <br /> Shear(Ibs) 6115 @ 1'9" 17490 Passed(35%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Drop Beam <br /> Building Use:Residential <br /> Pos Moment(Ft-Ibs) 33450 @ 7 3" 58109 Passed(58%) 1.00 1.0 D+1.0 L(All Spans) Building Cade:IBC 2015 <br /> Live Load Defl.(in) 0.151 @ 8'1 3/16" 0.542 Passed(L/999+) 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.318 @ 8'2 1/2" 1 0.813 1 Passed(L/613) 1.0 D+1.0 L(All Spans) <br /> • Deflection criteria:LL(L/360)and TL(L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Critical positive moment adjusted by a volume/size factor of 0.98 that was calculated using length L=16'3". <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 Floor Live Factored Accessories <br /> 1-Trimmer-HF 3.00" 3.00" 2.07" 3386 4012 7398 None <br /> 2-Trimmer-HF 3.00"' 3.00" 2.08" 4139 3281 7421 None <br /> Lateral Bracing it <br /> Bracing Intervals Comments <br /> Top Edge(Lu) 16'6"o/c <br /> Bottom Edge(Lu) 16'6"o/c <br /> -Maximum allowable bracing intervals based on applied load. <br /> Dead Floor Live <br /> Vertical Loads Location(Side) Tributary (0.90) (1.00) Comments <br /> Width <br /> 0-Self Weight(PLF) 0 to 16'6" N/A 24.1 <br /> 1-Uniform(PLF) 0 to T 3"(Top) N/A 225.0 484.0 Default Load <br /> 2-Point(lb) 7'3"(Top) N/A 1353 741 <br /> 3-Uniform(PLF) 7'3"to 16'6"(Front) N/A 448.0 329.0 <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 7/1/2024 2:52:37 AM UTC <br /> Jim Morgan <br /> Fawn Creek Design ForteWEB 0.8, Engine:V8.4.1.22,Data:V8.1.6.2 <br /> (406)916-9888 <br /> fawncreek@gmail.com Weyerhaeuser File Name: 2350 <br /> Page 1/ 1 <br />