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' IfilF•0 R T E CM IllillMEMBER REPORT PASSED <br /> Cale#,#3 Check Existing Upper Floor Beam <br /> 1 piece(s)6 x 8 DF No.2 <br /> Overall Length:5'7' <br /> D <br /> r <br /> I <br /> N 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(Ibs) 1771 @ 2" 8181(3.50") Passed(22%) — 1.0 D+1.0 L(All Spans) Member Type:Drop Beam <br /> ntial <br /> Shear(Ibs) 1190 @ 11" 4675 Passed(25%) 1.00 1.0 D+1.0 L(All Spans) Building Use::IBC <br /> Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 2186 @ 2'9 1/2" 3222 Passed(68%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.033 @ 2'9 1/2" 0.131 Passed(L/999+) — 1.0 D+1.0 L(All Spans) <br /> Total Load Defl.(in) 0.043 @ 2'9 1/2" 0.262 Passed(L/999+) -- 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 /> •Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(lbs) <br /> Supports Total Available Required Dead Floor Live Total Accessories <br /> 1-Stud wall-SPF 3.50" 3.50" 1.50" 431 1340 1771 Blocking <br /> 2-Stud wall-SPF 3.50" 3.50" 1.50" 431 1340 1771 Blocking <br /> •Blocking Panels are assumed to cany 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) 5'7"o/c <br /> Bottom Edge(Lu) 5'7"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 5'7" N/A 10.4 — <br /> 1-Uniknm(PSF) 0 to 5'7'(Front) 12' 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.weyerhaeusencom/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 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 /> Q` Page 5/6 <br /> i0 <br />