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91 F U T EEM MEMBER REPORT PASSED <br /> Upper Level,UB-10(ElevAl <br /> 1 piece(s)B 1/2"x 18"24F-V4 DF Glulam f':;Wi <br /> 1� <br /> Overall Length:20'5 1/2" <br /> 0 p <br /> i <br /> r ' <br /> All locations are measured from the outside face of left support(or left cantilever end).AN dimensions are horizontaL <br /> bail n Re'wlts ...:-.. Rego!O lioogon Allo�red Reeullt;'. OF leads Cetl�4IDratlon(itilllern) system:floor <br /> Member Reaction(lbs) 7040 @ 20'1 1/2" 19663(5.50') Passed(36%) 1.0 D+1.0 L(All Spans) Member Type:Bush Beam <br /> Shear(lbs) 6338 @ 2' 17490 Passed(36%) 1.00 1.0 D+1.0 L(All Spans) Building Use,ResidentialI <br /> Building Code: C�20182018 <br /> Pos Moment(Ft4bs) 47838 @ 10' 56987 Passed(84%) 1.00 LO D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Deft.Cin) 0.388 @ 19 21/2• 0.494 I Passed(L/611) — 1.0 D+1.0 L(All Spans) <br /> Total Load Defl.(in) 0.62.0 @ 10'2 9/16" 0.988 Passed(L/383) -- 1.0 D+1.0 L(Alf Spans) <br /> Deflection crlberla:LL(1./480)and TL(1/240)- <br /> .Allowed moment does not reflect the adjustment for the beam stability factor. <br /> • Critical positive moment adjusted by a volume factor of 0.96 that was calculated using length L=1T 9". <br /> •The effects of positive or negative camber have not been accounted for when calaulatauJ deflection. <br /> •The specified giulam Is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicted by the manufacturer. <br /> •Applicable ualallatlons are based on NDS. <br /> "WLV to rout torh�to Supports ICJ <br /> Support , TOW lA►vallabk 2equlred D®d ILw.. :lobl Aawacdes <br /> 1-Column-HF 6.00" 6.00" 2-01" 2943 4253 769 7965 Blocidng <br /> 2-Column-MF 5S0" 5.50, 1.97' 1 2901 1 4134 1 766 J 7806 1 None <br /> •Bloddng Palfek are assumed to carry no load;appded directly above them and the full load is applied to the member being designed. <br /> Lateral Brad ag " <br /> top hills Cmnmrpb <br /> Top Edge(Lie) 20.6"ale <br /> Bottom Edge(Lo) 29 W 0/c <br /> -Maximum allowable bracing intervals based on applied land. <br /> Ifeed Floor LOW ` Snails, <br /> VemcalLoads toarllon(side) 1ltlbutatlltllO th MSG) (SAD) (s.ys) aiomeem� ?: <br /> 0-Self Weight(PLF) 0 to 20'51/2' N/A 24.1 — — <br /> 1-Uniform(PSF) 0 bD 20'519'crop) 8' j 10.D Wall Trib <br /> 2-Uniform(PSF) 0 to 20'51/2"(fop) 2' 12.D 40.0 - Floor Trio <br /> 3-Uniform(PST-) 0 to 20'5 1/2"(Top) 5 12-D 25.0 Low Roof <br /> 4-Point(lb) j 10'(cop) N/A 126D 4198 - US-28 RXN <br /> 5-Uniform(P5F) ? 0 to 2V 5 1/2"(Front) 3' 12-0 - 25.0 HIGH ROOF <br /> {Ili ei' li101aPS <br /> Weyerhaeuser warrants that Use skbV of fuss produces will be In a=dwt a with weyerhseruer product design criteria and published design values.Weyerhaeuser expressly atsdaims any other warranties <br /> related to the sofbvare.Use of this software Is not Intended to circurrwentthe reed for a design professional as determined by the authority twMg jurisdidlam lire designer of record,builder or framer is <br /> responsible to assure O atthis calwlatloe Is compatible with the overall project Accessories(Rim Board,Bbddng Panels and Squash BiDW)are not designed by this software.Products manutactured at <br /> Weyerhaeuser facilities.are third-parry certified to sustainable forestry standards.weyerhaeusu Engineered Lumber Products have been evahrated by 1CC-ES under evaluation reports ESR-11M and ESA-1387 <br /> and/or tested In accordance with applicable ASfM standards.For current code evaluation reports,Weyerhaeuser product literature and installatim detalls refer to <br /> www.weyefteuser.cDnVwoMpmducis/dommwnt-library. <br /> The product appll atlm,Input design leads,dimensions and support Information have been provided by ForteWEB Software Operator <br /> ForteWEB Software Operator Job Notes 6/21/2022 5:41:18 PM UrC <br /> Ryan Hartman <br /> MI Engineering ForteWEB 0.2,Engine_V8.2.0.17,Data:VS.1.0.16 <br /> (425)014-6448 <br /> ryan.hartman@btleng.nd 1Ykye 4smser File Name:Hudson C/D 2x framing <br />