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. .I FORT E' MEMBER REPORT PASSED <br /> 2nd Floor, Floor Beam FB2 <br /> 2 piece(s) 2 x 10 HF No.2 <br /> Overall Length:9'4' <br /> 0 0 <br /> i <br /> 8'c' <br /> 1 Q <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) 1362 @ 1 1/2" 1823(1.50") Passed(75%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam <br /> Building Use:Residential <br /> Shear(Ibs) 1126 @ 10 3/4" 2775 Passed(41%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> Moment(Ft-Ibs) 3023 @ 4'6 3/4" 3333 Passed(91%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.130 @ 4'6 3/4" 0.296 Passed(L/818) -- 1.0 D+1.0 L(All Spans) <br /> Total Load Defl.(in) 0.167 @ 4'6 3/4" 0.444 Passed(L/639) -- 1.0 D+1.0 L(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. <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-Hanger on 9 1/4"HF ledgerOnMasonry 1.50" Hanger" 1.50" 305 1095 1400 See note, <br /> 2-Column-SPF 5.50" 5.50" 1.50" 320 1145 1465 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 /> •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br /> •1 See Connector grid below for additional information and/or requirements. <br /> Lateral Bracing Bradng Intervals Comments <br /> Top Edge(Lu) 7'5"o/c <br /> Bottom Edge(Lu) 9'3"o/c <br /> •Maximum allowable bracing intervals based on applied load. <br /> Connector:Simpson Strong-Tie <br /> Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessodes <br /> 1-Face Mount Hanger HU210-2 2.50" N/A 18-10dx1.5 10-10d <br /> •Refer to manufacturer notes and instructions for proper installation and use of all connectors. <br /> Dead Floor Live <br /> Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments <br /> 0-Self Weight(PLF) 1 1/2"to 9'4" N/A 7.0 -- <br /> 1-Uniform(PSF) 0 to 9'4"(Front) 4' 15.0 60.0 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.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 8/15/2021 10:30:48 PM UTC <br /> Asrade Mengstu PE <br /> AMSE ForteWEB v3.2, Engine:V8.2.0.17,Data:V8.1.0.16 <br /> 149 <br /> asrade@gmaiLcom 9\ Weyerhaeuser /O I^J File Name:Tabarez Deck <br /> i I Page 1/ 1 <br />