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MEMBER REPORT - _ <br /> Level,Floor:Drop Beam <br /> 1 piece(s)4 x 10 Hem-Fir No.2 <br /> Overall Length:_ 1" <br /> 0 <br /> 0 <br /> II ' <br /> I <br /> I I r <br /> 1 2 HI 6 <br /> El E <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 IDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(Ibs) 5052 @ 2'1 3/4" 4961(3.50") Passed(102%) — 1.0 D+0.45 W+0.75 L+0.75 S(All Member Type:Drop BeamSpans) Building Use:Residential <br /> Shear(Ibs) 1619 CO 3'3/4" 3238 Passed(50%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> Moment(FMbs) 3301 @ 5'8 9/16" 4242 Passed(78%) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD <br /> Live Load Deft.(in) 0.133 0 5'7 15/16" 0.234 Passed(L/632) — 1.0 D+0.45 W+0.75 L+0.75 S(Alt <br /> Spans) <br /> Total Load Den.On) 0.147 @ 5'8 1/8" 0.351 Passed(L/571) 1.0 D+0.45 W+0.75 L+0.75 S(Alt <br /> Spans <br /> •Deflection criteria:LL(L1360)and TL(L/240). <br /> •Overhang deflection criteria:LL(21/360)and TL(2L/240). <br /> •Mowed 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" 3.56" 594 2723 908 3857 8082 Blocking <br /> 2-Column Cap-steel 4908_ <br /> 3.50" 3.50" 2.15" 332 1673/-149 533 2370/-211 360 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 Bring Intervals Comments <br /> Top Edge(Lu) 9'4"o/c <br /> Bottom Edge(Lu) 9'4"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(PiF) 0 to 9'4" N/A 8.2 — -- — <br /> 1-Uniform(PSF) 0 to 9'4"(Front) T 7" 12.0 60.0 20.0 85-0 Default Load <br /> Member Notes <br /> Livingston Main Deck 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,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 E t-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 /> - <br /> ForteWEB Software Operator Sob Notes 10/31/2020 6:52:19 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@hotmail.com Weyerhaeuser File Name: Gentry Deck Beam <br /> Page 1/ 1 <br /> 9L1 <br />