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, • ilgi r vim i C vv co MEMBER REPORT PASSED <br /> Upper Level, BM#12 <br /> 1 piece(s)5 1/2"x 18"24F-V4 DF Giulam <br /> Overall Length:18' 11" <br /> 0 <br /> 18' <br /> II.1 (l <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual a Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(lbs) 7035 @ 4" 15194(4.25") Passed(460/0) 1.0 D+ 1.0 L(All Spans) Member Type:Flush Beam <br /> Builcing Use:Residential <br /> Shear(Ibs) 5640 @ 1'11 1/2" 17490 Passed(32%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC 2018 <br /> Pos Moment(Ft-lbs) 31310 @ 9'5 1/2" 57439 Passed(55%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASO <br /> Live Load Def I.(in) 0.291 @ 9'5 1/2" 0.456 Passed(L/754) -• 1.0 D+1.0 L(All Spans) <br /> Total Load Defl.(in) 0.390 @ 9'5 1/2" 0.913 Passed(L/561) 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:LL(11480)and IL(1/240). <br /> •A 3.3%decrease in the moment capacity has been added to account for lateral stability. <br /> •Critical positive moment adjusted by a volume factor of 0.97 that was calculated using length L=18'3". <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 NOS. <br /> Bearing Length Loads to Supports(lbs) <br /> Supports Total Available Required Dead Floor Uve Factored Accessories <br /> -Column-SPF 5.50" 4.25" 1.97" 1814 5297 7111 1 1/4"Rim Board <br /> 2-Column-SPF 5.50" 4.25" 1.97" 1814 5297 7111 1 1/4"Rim Board <br /> •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. <br /> Lateral Bracing Bracing Intervals comments <br /> Top Edge(Lu) Continuous <br /> Bottom Edge(Lu) End Bearing Fonts <br /> Dead Floor Live <br /> Vertical Loads Location(Side) Tributary Width (0.40) (1.00) Comments <br /> • <br /> 0-Self Weight(PLF) 1 1/4"to 18'9 3/4" N/A 24.1 <br /> 1-Uniform(PSF) 0 to 18'11"(Front) 14' 12.0 40.0 FLR <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 rot 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 Scuash Blocks)are rot 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 AS1 M standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to <br /> www.weyerhaeusercom/woodproducts/document library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> _psi <br /> ForteWEB software Operator lob motes 10/11/2022 12:09:46 AM UTC <br /> Chris Lalonde <br /> Structural Design Associates Ak <br /> ForteWEB v3.4, Engine:V8.2.2.122, Data:V8.1.3.0 <br /> (425)339-0293 <br /> claiondefsdaeverett.com Weyerhaeuser File Name: 9676 <br />