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it FORTE YY GB MEMBER REPORT <br /> Upper Floor, (E)Beam at Stair-4x8 <br /> 1 piece(s)4 x 8 HF No.2 <br /> Overall Length.7'6" <br /> 0 0 <br /> 7'6„ <br /> 0 <br /> Drawing is Conceptual.All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal(typ.). <br /> Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) Member Length:7'6" <br /> Member Reaction(Ibs) 1521 @ 1/4" 2481(1.75") Passed(61%) 1.0 D+0.75 L+0.75 S(All Spans) System:Floor <br /> Shear(Ibs) 1321 @ 9" 2918 Passed(45%) 1.15 1.0 D+0.75 L+0.75 S(AII Spans) Member Type:Drop Beam <br /> Building Use:Residential <br /> Moment(Ft-Ibs) 3329 @ 3' 3247 Failed(103%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC 2021 <br /> Live Load Defl.(in) 0.101 @ T 6 15/16" 0.249 Passed(L/883 -- 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.197 @ T 7 5/16" 0.373 Passed(L/453) 1.0 D+0.75 L+0.75 S(All Spans) <br /> • Deflection criteria:LL(L/360)and TL(L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. 3% over stress is <br /> •Applicable calculations are based on NDS. acceptable <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Live Snow Factored Accessories <br /> 1-Column-HF 1.75" 1.75" 1.50" 698 549 549 1521 None <br /> 2-Stud wall-HF 1.75" 1.75" 1.50" 525 234 365 974 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) 6"o/c <br /> Bottom Edge(Lu) 7'6"o/c <br /> -Maximum allowable bracing intervals based on applied load. <br /> Dead Floor Live Snow <br /> Vertical Loads Location(Side) Tributary (0.90) (1.00) (1.15) Comments <br /> Width <br /> 0-Self Weight(PLF) 0 to 7'6" N/A 6.4 <br /> 58%Upper Floor <br /> 1-Uniform(PSF) 0 to 3'(Top) 12' 8.7 17.4 Load <br /> DL=15 psf <br /> LL=30 PSF <br /> 58%Ceiling Load <br /> 2-Uniform(PSF) T to 7'6"(Top) 12' 5.8 2.9 DL=10 psf <br /> LL=5 PSF <br /> 58%Roof Load <br /> 3-Point(lb) 3'(Top) N/A 548 - 914 DL=15 psf <br /> SL=25 psf <br /> •Side loads are assumed to not induce cross-grain tension. <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 www.weyerhaeuser.com/woodproducts/ <br /> 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 10/9/2024 11:09:35 PM UTC <br /> Andreas Quinn <br /> BYKONEN CARTER QUINN INC ForteWEB 0.8,Engine:V8.4.1.24,Data:V8.1.6.3 <br /> (206)264-7784 File Name: 1417 Rucker Ave <br /> avq@cqn-se.com Weyerhaeuser <br /> Page 9/ 10 <br />