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MEMBER REPORT PASSED <br /> Floor, UB-06 <br /> 1 piece(s)5 1/2"x 9"24F-V4 DF Glulam <br /> Overall Length: <br /> 0 <br /> f 1 <br /> '1 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual(tA Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(Ibs) 3200 @ 1 1/2" 7013(3.00") Passed(46%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam <br /> Building Use:Residential <br /> Shear(Ibs) 2538 @ 1' 8745 Passed(29%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC 2018 <br /> Pos Moment(Ft-Ibs) 7338 @ 4'10" 14850 Passed(49%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Deli.(in) 0.147 @ 4'10" 0.235 Passed(L/768) -- 1.0 D+1.0 L(All Spans) <br /> Total Load Defl.(in) 0.195 @ 4'10" 0.471 Passed(L/580) -- 1.0 D+1.0 L(All Spans) <br /> • Deflection criteria:LL(L/480)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 factor of 1.00 that was calculated using length L=9'5". <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 Total Arrsories <br /> 1-Stud wall-SPF 3.00" 3.00" 1.50" 783 2417 3200 Blocking <br /> 2-Stud wall-SPF 3.00" 3.00" 1.50" 783 2417 3200 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) 9'8"o/c <br /> Bottom Edge(Lu) 9'8"o/c <br /> •Maximum allowable bracing intervals based on applied load. <br /> Dead Floor Live <br /> Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments <br /> 0-Self Weight(PLF) 0 to 9'8" N/A 12.0 -- <br /> 1-Uniform(PSF) 0 to 9'8"(Front) 12'6" 12.0 40.0 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 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 11:30:59 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 /> U2.13 Page 7/8 <br />