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FORT E _,. : ;:!I' nr PASSE® <br /> Upper Floor,Floor:UB-18(ELEV.A) <br /> 1 piece(s)51/2"x 191/2"24F-V4 DF Giulam <br /> Overall length.20'B" <br /> + 0 <br /> 0 <br /> lot <br /> Afl Locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> LDF Loads Combination{Patbom) System:Floor <br /> Desl n Reaulte Actual0tacatloa Albwed Member Type:nush Beam <br /> Member Reaction(Ibs) 109350 4" 12251(5.50") Passed(89%) - 1.0 D+0.75 L+0,75 S(A11 Spans) &rong use:Residential <br /> Shear(lbs) 9570 @ 2'1" 21790 Passed(44%) 1,15 1.0 D+0.75 L+0.75 S(Ali Spans) BaNdhO Code:IBC 20i8 <br /> Pos Moment(Ft-lbs) 75080 @ 10'6' 76204 Passed(99%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Design Meftwddow:Aso <br /> Live Load Den.(in) 0.450 0 10'3 1116" 0.667 Passed(U534) 1.0 D+0.75 L+0J5 S(All Spans) <br /> I Total Todd Deli.(In) 0.763 Ca)10'3" 1.000 Passed(U315) 1.0 D+0.75 L+0.75 S(All Spans) <br /> i <br /> •Deflection crib";LL(i./960)and TL(L/240). <br /> 4 •A 4,995 decrease In the moment capodiy has been added to amount for lateral 6tabsl`14- <br /> .Crfical poslave moment adjusted by a votume factur of 0.95 that was eaWated uskss length L=20'. <br /> .The effects of positive or negalfve camber have not been accounted for when calculating Lwleciton. <br /> .The specified glulam Is assumed to have Its strong lamdnaWns at the bottom of the beam.Install with proper side up as indicated by the ma nsfaduser. <br /> •Applicable calculations are based on NOS. <br /> g�. <br /> I: DgatinC Len6ds Loma to SupAorta{Ibs) <br /> I St1�P lit Total Available Regwhed Deed Floor Live snow Fscip►ed Aooeesorie>i <br /> I` <br /> 1•Stud wall-HF <br /> 5:50' S.50° 4.91' 4683 2305 6032 10935 Blocidn9 <br /> 2-Stud watt-HF 5.50' 5.50, 4.07" 3943 2360 4451 905E B.'ocidng <br /> i <br /> •Bbck+ng Panels end B�IRmed to taffy no loads apptlEd directly above them and the isd bntd b apptled to ttsa member beYs9 designed. <br /> I[ <br /> rTOP�p <br /> teral$FafanQ gracing intervals Commersts <br /> Edge(Lu) COnUnuous <br /> tom Edge(W) Contlrxwus <br /> I: <br /> Dead FloogLive j: 725.0 <br /> : <br /> Vertical Loads Location{Side) Tributary width 7777777 <br /> (0•s0) (1.00) Cornme<sis <br /> @fA 26.1 <br /> 0-Self Weight 91.0 0 to 20'8' �� ._`- —. <br /> w'-" Wail Tnb <br /> 1-Unlfomn(PSG `.—0 to 20'W(TOP) g 10.0 Eawer Roo Tr2-Un form(PSF7 0tO 20'8"(TOP) 1z.03-Uniform(M) C to20'B°(Top) 1' 12.0 40.0 floor Trib[7- <br /> niform(P5t7 0 to 10'6"(TOR) i5 6° 12:0 Roof Trib10,6"to 2V 8'(Top) 3' 12.0 ROOFTryntform(PSF) ..— _ .__.._.-..._____.ohl(Ib) 10 6"(fop) A 2465 Roof GT <br /> I. Point Ob) 10'6"(TOP) N/A ^1154 3847 UB 11 <br /> EMermn(b::e:r:N�0te"sELLV.C) <br /> I <br /> I' <br /> ?n: <br /> 7bb NotesNatha(BTL30 Eng .'it, 41 V(h)whaeuscr <br /> nstlfsiasder►g.rlet <br />