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;�,ATORTEWEB MEMBER REPORT PASSED <br /> Residence Upper Floor,US-02 <br /> i piece(s)3 1/2"x 12"24F-V4 DF Glulam <br /> Overall Length;14' <br /> G_ p <br /> 1? - <br /> All locations are measured from the outside face of left support(or left cantilever end).Al dimensions are horizontal. <br /> Design Results Actual @ location Allowed Result "''. LDF:' Load:Combination(Pattem) System:Floor <br /> Member Reaction(lbs) 4621 @ 2" 5206(ISO") Passed(89%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Seam <br /> Shear(Ibs) 3769 @ 1'3 1/2" 7420 Passed(510/0) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Building Code:IBC 2012 <br /> Pos Moment(Ft-lbs) 15414 @ 7' 16800 Passed(92%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Deft,(in) 0.346 @ 7' 0.456 Passed(L/474) -- 1.0 D+1.0 L(All Spans) <br /> Total Load Defl.(in) 0.571 @ 7' 1 0.683 1 Passed(L/287) - 1.0 D+1.0 L(AN Spans) <br /> • Deflection criteria:LL(L/360)and TL(1.1240). <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=13'8 <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 Load stoSupports(Ibs]. <br /> Supports Total Available,=Required Dead : Floor Live `.tatat ;:Accessat <br /> ':•Stud wall-SPF 3.50" 3.50" 3.11" 1821 2800 4621 Blocking <br /> 2-Stud wall-SPF 3.50" 3.50" 3,11" 1821 2800 4621 Blocking <br /> •Blocking Panels are assumed to carry no loads app€ied directly above them and the full load is applied to the member being designed. <br /> LBtilral BrdCLnQ . Bracing Intervals Comments <br /> Top Edge(Lu) 14'o/c <br /> Bottom Edge(Lu) 14'o/c <br /> -Maximum allowable bracing intervals based on applied load. <br /> . ... <br /> Dead Floor Live <br /> Vertical Loads Location(Side) Tributary Width (6.90)... (1.00) Cp �y <br /> 0-Sel`Weight(PLF) 0 to 14' N/A 10.2 <br /> 1-Unito-m{PSF) 0 to 14'(Front) 10, 15.0 40.0 Default Load <br /> 2-Un orm(PLF) 0 to 14'(Front) N/A 100.0 <br /> Weyerhaeuser Notes,; <br /> Weyerhaeuser warrants that the siring 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 ESP-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 lJob Notes <br /> 11/8J2023 6:48:26 PM UTC <br /> Tylerwandschneider <br /> BTL Engineering ForteWEB v3.6, Engine:V8.3.1.5,^-"-110 1 n t <br /> (425)814-808 U�.2 <br /> tyler.wandschneider@bdeng.net File Name: Linton Rer <br /> Page 3/4 <br />