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i®4Ji�t 1, l.I PASSED <br /> s11 ss.r I`;li:: <br /> Upper Floor,Floor:UB-1B(ELEV.A) <br /> 1 plece(s)5 1/2"X 19 1/21'24F"V4 DF GluiaM <br /> Overall length;20'8` <br /> r .. <br /> U 0 <br /> 'r <br /> ..... ti::°, <br /> t:... r <br /> t ., .. , <br /> 1919, <br /> 11, <br /> 2 <br /> All locations are measured from the outside face of left support(or left cantilever end).Al dimensions are horizontal. <br /> Design Results Actupl Lontiop Allowed Racult LDF LOadk Combination(Parma) System:Floot <br /> Member Type:F1ssh Beam <br /> Member Reaction(Ibs) 10935 0 4" 12251(5.50") Passed(89%) - 1.0 D+0.75 L+0.75 S(Alf Spans) Building Use:Residential <br /> Shear(Ibs} 9570 @ 2'1" 21790 Passed(44°h) 1.15 1.0 D+0 75 L+0.75 S(A11 Spans) Bundx,o Code:1BC 201e <br /> Pos Moment(Ft Ibs} 75090 @ 10'6` _ 76204 Passed(99%) 1.15 1.0 D+0.75 L+0,75 S(All Spans) Design Hethoddogy:Asa <br /> t-ive Load LkH.{in) 0.450 0 10'3 1/16" 0.667 Passed(U534) LO D+0.75 L+0.75 S(All Spans) <br /> Total Load Den.(in) 0.763 Col 10'3" 1.0(f0 Passed{U315) 1.0 D+0.75 L+0.75 S(Ail Spans) <br /> •Dt41ec000 Vibe-ra:ILL(1/360)and TL(t/240). <br /> •A 4.9%decrease In the montertt capacity has been added to account for lateral stability. <br /> .Critical pmWve moment adjusted by B volume factor of 0.95 that Was calculated using krsBm L=201. <br /> •The effects of poMe Or negative camber have not been actounted for when Calculating deftectior. <br /> .The spedrsed glulam Is assumed to have Its stray laminations at the bottom of the bum.]-Stall wlth proper side up as Indicated by the manufacturer. <br /> •Applicable calculations are based on NOS. <br /> aearfng Length toaps to Supports(Ibs) <br /> Supports Yates Available, Requhedlksa <br /> ElbbM <br /> irbaftdffeslgrmd. <br /> A � <br /> 1-Stud wall-HIF 5,5 I- 5.50' 4.91' Blocking <br /> 2-Stud wall•HF 5,5V 5.50" 4.07" &ockng <br /> •Blocking Panels arse assumed to carry no bads appled directly above them and the fu <br /> Lat'eralBradng Bracingcntemis eonmterrtc <br /> Top Edge(Lu) Continuous <br /> Bottom Edge(tu) Continuous <br /> Dead rMw Lhre VV�afi <br /> location(51de) Tributary Width (o.B01 Moo) ( S .VerticalLoads0-sekf Weight(PLF) 0 to 20'8" NJA26.1I-Uniform LPSF) 0 to 20'8"crop) .2•Uniform(PSF) 0 tWo 20'8"(fop) 1 12.0 25.o 3-Uniform(PSF) 0 fo 20'8"(foP) 1' 12.0 4D.0 <br /> 4-I1Nfam(PSf) 0 to IV 6"(TOP) 15 6" J 12.0 25.0 Roof THb <br /> g 5-Uniform(PSF) 10'6"to 2U 8"(cop) 3' 12.0 25.0 Roof Tim _ <br /> 6-Point cab) 10'6"(fop) N/A _ 2465 5135 Roof GT m <br /> 7-P b3Qb) _ <br /> LOW(fop) N/A i154 3847 UB-11 <br /> I. Member Notes <br /> r <br /> UB-16(EW,C) -. <br /> I <br /> fwteWEB Software Operator .7obNotes .__.....-_. <br /> Nathan Bonds <br /> BTL Englneering <br /> (307)258.1841 <br /> nathan.fwnckolerig.net �Y}rethaeusrr U2.11 <br /> L <br /> f <br />