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91FUKTE MW MEMBER REPORT PASSE® <br /> Upper Level,UB-10(Etev B) <br /> 1 piece(s)5 1/2"x 221/2"24F-V4 DF Glulami <br /> Overall Length:20'5 1/2" <br /> 11 In <br /> 0 - <br /> - <br /> . <br /> n <br /> All locations are measured from The outside face of left support(or left®ntilever end).All dimensions are horizontal. <br /> T - System:Floor <br /> - Reaft 1DF LOad:Cmgbtntil�a(Pi}tt111Q :.:. .... <br /> DDesiign R+PSLIts Aedrar@ ':` Member Type:FlustnBeam <br /> M�rtber Reaction 12491 @ 2V 1 1/2" 19663(5.5D") Passed(64%) — 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Shear(lbs) 10982 @ 2'41/2" 21863 {Passed(500%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2D18 <br /> Pos Moment(FtAbs) 77756 @ 11V B7077 Passed(89%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology. <br /> ASD <br /> Live Load Deft.(in) 0.341 010'31/8' 0.494 Passed(LJ695) -• 1.0 D+1.0 L All S aru) <br /> Total Load Defl.(In} 0.5400 10'2 5/B" 0.988 Passed(U439) 1.0 D+1,0 L(All Spans <br /> •Deflecton criteria:[i(LI480)and TL(1./240). <br /> •Critical positive moment adjusted by a volume fador of o.94 that was calculated using letgth L=19'9". <br /> •The effects of positive or negative camber have not been accounbed ror when calculating deflection. <br /> •The sped8ed glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as Indicated by the manufacturer. <br /> Applicable calculations are based on NDS. <br /> ;Lr•dsBoileppr�I�7 ,. . . <br /> TW71 #AltdtUable ..:.Ds�d Tloor l Irle t3trorr ,s !clot AilotNlervs <br /> 1-C*jmn-FF 6.OD" 6.0D' 3.55" 5017 7692 1 1522 14231 Bloddrg <br /> 2-Column-FF 5.50' 5.50, 3.49' 4659 7832 606 13097 None <br /> •01aK rQ Panels are assumed to carry no loads applied d ectly above them and the W load Is applied to the member being designed. <br /> E :BradM{ sraww incervala Gonuoenl� <br /> Top Edge(Lu) Continuous <br /> Bottom Edge(Lu) Continuous <br /> D=d lFlWILIar SrWW <br /> Wlsrf3®I iodds .. laeae..... Telbrdsrywhi + (ago) Will* t1- comtaaestb <br /> 0-self Weight(PLf) 0 to 20'51/2' NIA 30.1 - -' <br /> 1_ rm(PSF) 0 to 20'51/2"(Top) 8' 1D.0 Wall Trib <br /> 2-Unlorm(PSF) D to 20'51/2'(Top) 2' 12.0 40.0 Roor Trip <br /> 3-Uniform(PSF) 0 to 6(Top) 1D' 12.0 25.0 Truss Trib <br /> 4-Uniform(PSF) 610 IV 3"(top) 17' 12.0 25.0 Truss Trib <br /> 5_ (pgFy 0 to 29 5 1/2"Crop) 5 12.0 25.0 Low Roof <br /> 6-Point(lb) 6'(rop) N/A 1022 - 2128 Girder Truss <br /> 7-Point(lb) 10'(Back) N/A 1260 4198 UB-18 RXN <br /> W*000wook Notes <br /> Weyerhaeuser warrants that the sizing of fts products will be In accordance with Weyerhaeuser Product design criteria and published design values.Weyerhaeuser eugrr�y disclaims any other warranties <br /> related to the software;LNE of this SORMIre is hot W*VpdW to drsamvem the nod for a design pruresslanat as determined by the authority having jurisddkwL The designer of record,builder or framer Cs <br /> resporutbleto assure that this calCUtaWn is WnI patibit with the overall protect.Ames(R)ta Board,Bbddng Panels and squash Blocks)are not designed bythis software.Products manufactured at <br /> Weyerhaeuser facilities are third-party esrk8led W aistalnable forestry standards.Weyerhaeuser Engimei+ed lumber Products have been e4 abed by 1=4M under evalua ton reports E5R-1153 and M-1387 <br /> and/or tested in ac ordance with applicable ASTM standards:r*rtirrrcmt code evaluation reports,Weyerhaeuser product literature and Installation details teter to <br /> n ww.weyerhaeuser.com(woodpmducWdotumem-library. <br /> The product application,Input design loads,dimensions and support Information have been pmvlded by foAeWEB Software Operator <br /> ForbegyER Sore operator Sob Notts 6/21/2022 5:44:17 PM UTC <br /> E Ryan Hartman ForteWEB v3.2,Engine:V8.2,0,17,Data:V8.1.0.16 <br /> M Engineering <br /> (425)8144448 File Name:Hudson CID 2x framing <br /> ryan.hartman@btleng.net E Weyerhaeuser ("j-�V—j <br />