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411 <br /> '.I'FO R T E WEB MEMBER REPORT PASSED <br /> Calc#, #2 Check Existing Upper Floor Beam <br /> 1 piece(s)5 1/8"x 12"24F-V4 DF Glulam <br /> Overall Length:13'7' <br /> 0- <br /> 13' <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(Ibs) 4177 @ 2" 7623(3.50") Passed(55%) — 1.0 D+1.0 L(All Spans) Member Type:Drop Beam <br /> Shear(Ibs) 3382 @ 1'3 1/2" 10865 Passed(31%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Resdential <br /> Building Code:IBC 2018 <br /> Pos Moment(Ft-lbs) 13495 @ 6'9 1/2" 24600 Passed(55%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Dell.(in) 0.251 @ 6'9 1/2" 0.331 Passed(L/635) — 1.0 D+1.0 L(All Spans) <br /> Total Load Defl.(in) 0.321 @ 6'9 1/2" 0.663 Passed(L/495) — 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:11(L/480)and TL(L/240). <br /> •Mowed 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=13'3". <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 Total Accessories <br /> 1-Stud wall-SPF 3.50" 3.50" 1.92" 917 3260 4177 Blocking <br /> 2-Stud wall-SPF 3.50" 3.50" 1.92" 917 3260 4177 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 Bradng Intervals Comments <br /> Top Edge(Lu) 13'7"o/c <br /> Bottom Edge(Lu) 13'7"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 13'7" N/A 14.9 — <br /> 1-Uniform(PSF) 0 to 13'7"(Front) 12' 10.0 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 foiesby 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 <br /> 9/19/2021 3:34:02 PM UTC <br /> Ken Nguyen <br /> NT Engineers ForteWEB v3.2, Engine:V8.2.0.17,Data: V8.1.0.16 <br /> (425)891-5111 <br /> housedesign4u@outlook.com Weyerhaeuser File Name: Everett Remodel 5103 S 4th Ave#A 98023 <br /> II v Page 4/6 <br />