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MEMBER REPORT PASSED <br /> Level,Bi: Drop Beam <br /> 1 piece(s)4 x 10 Douglas Fir-Larch No.1 <br /> Overall Length:10'7' <br /> 0 0 <br /> 10' <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) 1652 @ 2" 7656(3.50") Passed(22%) -- 1.0 D+1.0 L(All Spans) Member type:Drop Beam <br /> Building Use:Residential <br /> Shear(Ibs) 1320 @ 1'3/4" 3885 Passed(34%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> Moment(Ft-Ibs) 4100 @ 5'3 1/2" 4991 Passed(82%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.127 @ 5'3 1/2" 0.342 Passed(L/972) — 1.0 D+1.0 L(All Spans) <br /> Total Load Defl.(in) 0.198 @ 5'3 1/2" 0.512 Passed(1/623) — 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:LL(1./360)and TL(L/240). <br /> •Mowed moment does not reflect the adjustment for the beam stability factor. <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-Column-DF 3.50" 3.50" 1.50" 594 1058 1652 Blocking <br /> 2-Column-DF 3.50" 3.50" 1.50" 594 1058 1652 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) 10'7"o/c <br /> Bottom Edge(Lu) 10'7"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 10'7" N/A 8.2 — <br /> 1-Uniform(PSF) 0 to 10'7"(Front) 2' 12.0 100.0 Default Load <br /> 2-Uniform(PLF) 0 to 10'7"(Front) N/A 80.0 - <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 disdaims 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 BR-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 Job Notes 11/16/2020 8:27:37 PM UTC <br /> Chris Simpliciano <br /> Nickerson Engineering,LLc ForteWEB v3.0,Engine:V8.1.4.2,Data:V8.0.0.0 <br /> simpl 61no@ni File Name: 20-149 Restech Remodel <br /> simplidano@nickersonengineering.com Weyerhaeuser <br /> Page 2/4 <br />