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t - PASSED <br /> Upper Floor,Floor:UB-18(ELEV.B) <br /> 1 piece(s)5 1/2"x 19 1/2"24F-V4 DF Glulam <br /> Overall Length:20'8` <br /> 3 <br /> t <br /> + <br /> 3 <br /> V 1. <br /> 19,9" <br /> o a <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> besl n RewItS is �►eeula toetlie�....'.' dw . . : f� tUF lore system:Floor <br /> .LombYfrtien(Prtesp) <br /> Member PeacUori(lbs) 9133 20'4' 1225£(5.50") Passed(7M -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type Flush seam <br /> Shear(Ibs) 7672 @ 18'7' 21790 Passed(35010) 1.15 1.0 D+6.75 L+0.75 S(All Spans) BuildingIBC <br /> 20te <br /> Building Cede:FeC 2016 <br /> Pos Moment(Ft-lbs) 54070 @ 19 3' 76204 Passed(711%) 1.15 1.0 D+0,75 L+0.75 S(All Spans) Design Methodology:ASD <br /> L'roe Load Defl.(in) 0.344 0 10'4 1/16" D.667 Passed(L/698) 1.0 D+0.75 L+0.75 S(All Spans) <br /> Total Load Deft.(in) 0.589 @ IV 4 1/16" 1.000 Passed(1./407) 1.0 D+0,75 L+0.75 5(Rll Spans) <br /> «Deflection Crit":LL(L/360)and TL(LR40). <br /> •A 4.9%decrease in the moment capacity has been added to account for lateral stability. <br /> •CriOcal positive moment adjusted by a volume factor of 0.95 that was calculated using length L=201- <br /> •The effects of positive or negative camber have not been accounted for when calculating deflection. <br /> •The spaLned 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 calculatims are based on NDS. <br /> BearingLengtlr laads6oSapparts(ibe). <br /> IlppOrd¢' >:: iohl Ar�latoo tlegWinid used EJoasllse -SY1ow it cmi«a <br /> i-Stud wall-HF 5.50" 5.50" 4-OF 3891 2353 4353 _ 8921 Blocking <br /> 2-Slug wall-HF 5.50" 5.50" 4,1D" 3978 2321 4553 9133 Blocking <br /> •BlocMno Panels are assumed to carry no loads applied doedty above them and the full bad Is applied to the mpmber being designed. <br /> �.tiEBTa��('r'adllQ : l>sxq fmberrals Gc�trrrrerlls <br /> Top Edge(W) Condmlous <br /> Bottom Edge(i.u) - Continuous <br /> VeltICB(LloedG Locatlelt(sii .'.;:: Tn'6rirreji'Jrrat£± <br /> 0•Sdf weight Mn 0 to 20,8" NIA 25.1 - <br /> t 1.uniform(PSF) 0 to 20'8"(Top) E B' 10.0 - wan Tr b <br /> r2•U•uniform 0 tD 20'e"(Top) r 12.0 40.0 floor Trib <br /> 3-uniform(PSF) 0 to 20'8"(Top) V 12.0 - 25.0 Lower Roo(Tribe <br /> 4-Uniform(PSF) i 0 to to-6"(Top) 1 IF 6" 12.0 25.0 Roof TO <br /> II (27R+2) <br /> 5-Uri�omm(PSF) to,6"to 20'8"(Top) 17 12.0._....�. 25.0 RDof Trtb <br /> _ (30R+2} <br /> 6-Polnt(lb) _ W 3"(Top) N/A 1154 _ 3047 UB-11 <br /> Member Notes <br /> �rwwwEs software Operator Job Notes j <br /> Nathan Barak <br /> - <br /> M Engineering <br /> 1(307)258-1841 U2.12 <br /> «� <br /> inathanbonck@ tierg.nei lLhycrhacuser U2. 1 2 <br />