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{ FORTE : PASSED <br /> Upper Floor,Floor.UB-18(ELEV.A) <br /> i piece(s)5 112"x 19 1/2"24F-V4 DF Glulam <br /> Overall Length:2D'B" <br /> + + <br /> 0 0 <br /> I is <br /> 1. 39'o- <br /> 0 <br /> Ail locations are measured From the outside face of left support(or left cantilever end).All dhnertsions are talzflnliaL <br /> DISC r!':RPStl�tS ":'AEtaal®ILac t.I. `t Abowed Reoart System:Floor <br /> Member Reaction(Ibs) 10935 0 4" 12251(5.50") Passed(89%) - 1.0 D+0.75 L+0.75 S(AB Spans) Member Type:Hush team <br /> Building Use:Residential <br /> Shear(lbs) 9570 @ 2'1" 21790 Passed(44e/6) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Bullding Code:IBC 2018 <br /> Pos Moment(Ft Ibs) 75080 0 10'6" 76204 Passed(99%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Design Metf a logy:ASD <br /> Live Load Defl.(in) 0.a50 @ 10'3 1r 1 " 0.667 passed(L)534) -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> Total Load Deft.(in) 0.763 @ 10'3" 1.000 Passed(4 315) - 1.0 D+0.75 L+0.75 S(All Spans) <br /> •Diction criteria:LL(1J360)and TL(£.f240). <br /> •A 4.94b decease in the moment capacity has been added to account for lateral stability. <br /> .Critical positive moment adjusted by a volume factor of 0.95 that was calculated using length L=20'. <br /> •The effects of positive or negative camber have not been accounted for when calculating deflection. <br /> •The specified gluiam Is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the maadadwer. <br /> •Applicable calculations are b05ed on NDS. <br /> Beadw Lerwm Laws to SuGPof ` <br /> Supports ldtet Arai�ME Aegrlbed Dena Eb�tire 5rwYa ::;laaoroa ACOaMiies <br /> 1-Stud wall-HF 5.50' 5.50" 4.91" 4683 2305 6032 10935 Blocking <br /> 2-Stud wail-HF 5XV 5.50" 4.07" 3943 2369 445i 9058 Bdocldng <br /> •Blocking Panels SrrC0asMOd to carry no bads applied directly above them and the full load Is applied to the member being designed. <br /> Lateral;Breo t3rao�ip Lrrterrae Con�nrwrpt <br /> Top Edge(10) Continuous <br /> Bottom Edge(U) Contnuow <br /> 'Dead FkWW Live'... snow <br /> YP.rEka1 Loads teesiSai(WO Trills y 1MiA(M (0.90) (1.00) <br /> 0-Self Welght(PLF) Otn20'8" WA 26.1 - - <br /> 1-tkt0orm(I'M 0 to 20 8"Crop) e' 10.0 wall Trlb <br /> 2-tbntreml(PSF) I o to 20'8"(Top) r 12.0 - 25.0 Lower Roof Trib <br /> 3-Uniform(PSF) J 0 to 20'8"(Top) 1' SL0 40.0 1 - Floor Tnb <br /> 4-uniform(PSF) I 0 to k0'6'(TOP) 15!6" 12.0 - 25.0 RoofTdb <br /> 5-Uniform(PSF) 10'6 tO w s"(Top) 3' I 12.0 25.0 Raaf Tdb <br /> 6-Point 0b) l(Y 6"crop) N/A 2465 - 5135 Roof GT <br /> 7-Point pb; icir 6"(TOP) N/A 1154 3847 1J6-11 <br /> Mtmber Notes ; 4. <br /> UB-16(ELEV.Q <br /> .ForteW 1B Software Operator Job Nola <br /> Nathan Bond( ""..__..-.,..__. <br /> S L Engineering <br /> y <br /> (307)2'S-1841 <br /> nathan.bond��vbLeng.net � V7reyxthaemer Ur ,Lry. <br />