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.I F O R T E CEOMEMBER REPORT PASSED <br /> 2nd Floor, Floor Beam FB4 <br /> 3 piece(s)2 x 10 HF No.2 <br /> Overall Length:12'5" <br /> 1 0 <br /> / 10• <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 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(Ibs) 3401 @ 2'1 3/4" 6379(3.50") Passed(53%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam <br /> Building Use:Residential <br /> Shear(Ibs) 2029 @ 3'3/4" 4163 Passed(49%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> Moment(Ft-Ibs) 4090 @ 4'6" 5000 Passed(82%) 1.00 1.0 D+ 1.0 L(Alt Spans) Design Methodology:ASD <br /> Live Load Deft.(in) 0.140 @ 6'10 1/16" 0.338 Passed(L/868) -- 1.0 D+1.0 L(Alt Spans) <br /> Total Load Defl.(In) ( 0.177 @ 6'10 3/8" 0.507 Passed(L/687) -- 1.0 D+1.0 L(Alt Spans) <br /> • Deflection criteria:LL(L/360)and TL(L/240). <br /> • Overhang deflection criteria:LL(2L/360)and TL(2L/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-Beam-HF 3.50" 3.50" 1.87" 762 2639 3401 Blocking <br /> 2-Hanger on 9 1/4"HF ledgerOnMasonry 1.50" Hanger° 1.50" 224 744/-69 968/-69 See note 1 <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 Bracing Intervals Comments <br /> Top Edge(Lu) 12'4"o/c <br /> Bottom Edge(Lu) 12'4"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 Aries <br /> 2-Face Mount Hanger LUS210-3 2.00" N/A 8-10dx1.5 6-10d <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) 0 to 12'3 1/2" N/A 10.6 -- <br /> 1-Uniform(PSF) 0 to 12'5"(Front) 1'4" 15.0 60.0 Default Load <br /> Linked from:Floor <br /> 2-Point(lb) 4'6"(Front) N/A 305 1095 Beam FB2,Support <br /> 1 <br /> 3-Uniform(PSF) 0 to 4'6"(Front) 4'6" 15.0 60.0 Default Load <br /> ForteWEB Software Operator Job Notes 8/20/2021 2:55:30 PM UTC <br /> Asrade Mengstu PE <br /> AMSE (2 1,23ForteWEB v3.2, Engine:V8.2.0.17, Data: V8.1.0.16 <br /> (206)501-5149File Name:Tabarez Deck <br /> asrade@gmail.com eyerhaeuser <br /> Pagel/2 <br />