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i i u� e=_ <br /> Level,Floor: Drop Beam <br /> 1 piece(s)4 x 8 Hem-Fir No.2 <br /> overall Length:6'7' <br /> G 0 <br /> r <br /> r r <br /> r <br /> I <br /> 'ir 5 <br /> Ell 0 0 <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 LOF Load:Combination(Pattern) System:Floor <br /> Member Reaction(lbs) 1836 @ 2" 4961(3.50") Passed(37%) — <br /> 1.0 D+0.45 W+0.75 L+0.75 S(All Member Type:Drop Beam <br /> Spans) Building Use:Residential <br /> Shear(Ibs) 878 @ 10 3/4" 2538 Passed(35%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> Moment(Ft-lbs) 1789 @ 3'3 1/2" 2823 Passed(63%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Deli.(in) 0.117 @ 3'3 1/2" 0.208 Passed(L/643) _ 1.0 D+0.45 W+0.75 L+0.75 S(All <br /> Spans) <br /> Total Load Defl.(in) 0.133 @ 3'3 1/2" 0.313 Passed(L/566) -- 1.0 D+0.45 W+0.75 L+0.75 S(All <br /> 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 Snow Wind Total Accessories <br /> 1-Column Cap-steel 3.50" 3.50" 1.50" 219 988 329 1399 2935 Blocking <br /> 2-Column Cap-steel 3.50" 3.50" 1.50" 219 988 329 1399 2935 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) 6'7"o/c <br /> Bottom Edge(Lu) 6'7"o/c <br /> •Maximum allowable bracing Intervals based on applied load. <br /> Dead Floor Live Snow Wind <br /> Vertical Loads Location(Side) Tributary Width (0.90) (1.00) (1.15) (1.60) Comments <br /> 0-Self Weight(PLF) 0 to 6'7" N/A 6.4 — -- — <br /> 1-Uniform(PSF) 0 to 6'7"(Front) 5' 12,0 60.0 20.0 85.0 Default Load <br /> Member Notes <br /> Livingston Main Stair Landing Beam <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,Rocking 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.weyerhaeuseccom/woodproducts/documenblibrary. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWEB Software Operator lob Notes 10/31/2020 7:30:28 PM UTC <br /> Lynn Reynolds Gentry Deck Beam <br /> Mr. ForteWEB v3.0,Engine:V8.1.4.2,Data:V8.0.0.0 <br /> (253)630-9717 <br /> lynn_e_reynolds@hotrnall.com Weyerhaeuser File Name:Gentry Deck Beam <br /> � frl Page 1/ 1 <br />