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• .I FO R T E I MEMBER REPORT PASSED <br /> 2nd Floor, Floor Beam FB3 <br /> 2 piece(s)4 x 12 HF No.2 <br /> Overall Length:11'"' <br /> — <br /> I <br /> 2 lik 8a <br /> / k <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(lbs) 8078 @ 2'2 3/4" 15593(5.50") Passed(52%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam <br /> Building Use:Residential <br /> Shear(Ibs) 3980 @ 1'3/4" 7875 Passed(51%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> Moment(Ft-lbs) -8935 @ 2'2 3/4" 11505 Passed(78%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.093 @ 0 0.200 Passed(2L/578) -- 1.0 D+1.0 L(Alt Spans) <br /> Total Load Defl.(in) 0.106 @ 0 0.223 Passed(2008) -- 1.0 D+1.0 L(Alt Spans) <br /> • Deflection criteria:LL(L/360)and TL(L/240). <br /> •Overhang deflection criteria:LL(2L/0.2")and TL(2L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •-371 lbs uplift at support located at 11'4".Strapping or other restraint may be required. <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-Column-DF 5.50" 5.50" 2.85" 1830 6248 8078 Blocking <br /> 2-Column-DF 5.50" 5.50" 1.50" 390 2052/-761 2 42/- <br /> Blocking <br /> •Blocking Panels am 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) 11'8"o/c <br /> Bottom Edge(Lu) 11'8"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) Come <br /> 0-Self Weight(PLF) 0 to 11'8" N/A 20.0 -- <br /> 1-Uniform(PSF) 0 to 11'8"(Front) 7' 15.0 60.0 Default Load <br /> Linked from:Floor <br /> 2-Point(lb) 0(Front) N/A 762 2639 Beam FB4,Support <br /> 1 <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 Job Notes <br /> 8/22/2021 12:46:56 AM UTC <br /> Asrade Mengstu PE <br /> AMSE ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 <br /> (206)501-5149 ilk asrade@gmail.com WeyerhaeusAer 11 123 File Name:Tabarez Deck <br /> Page 1/ 1 <br />