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<br /> 51/0/17
<br /> Wood Beam Calculator Cc► TRUCT1ONCAL
<br /> Aaarea ffiaaB aa.Beams are step/aspen(en theeps,a/a).Fu6 length oftap atImam Istnnemlysupported.Aha i
<br /> Omar drat*mathikations.Hondo;in ere agadx only.Atostehme dxl nenWer*seeterd Notch tampoestee
<br /> use.Dromic bear g not aoastdared,DesFAn Values from 1997MilanoDesign SpedlaeXan 1orWood 1Yc0ngilfS`-+^.lin'I J
<br /> Ganmaua5aa. '
<br /> J%ac111430x,;AM userte/this Often)ahaM comply t*ft State Engkisedng Law,whfch opecase who may notions
<br /> analramng,and daphes Pm prudes elengine tong,
<br /> Job Mame: tangos Residence
<br /> Beam 1.0.: Beam
<br /> Other Info.: Revised Garage
<br /> General Information Ilam Load and Span Diagram( re sate)
<br /> 800
<br /> Spall,L= 1t
<br /> Max.Mowed Live Deflection,L/ 300.„ A cash, 00-
<br /> Max.Allowed Total Deflection,L f_„,,,„„„„,2407„,-,_ >oast.
<br /> Load Duration {Ten Years Wye) Ml I 0 e I I 1 t t I Is t
<br /> -200 ef 2 4 6 8 10 12 14
<br /> Add Self IAA.? *ye OR, •400-
<br /> Loads Otharnan -800= x
<br /> Uniform Loads/ (Yea 1•I -800 ape VS
<br /> Uniform Loads Over Full Length of Member
<br /> Tributary Uniroan Live Reduced Live Unit.Dead Load,
<br /> Live • t Dead .of v+Idth,ft Load,pit Load,pit, p9.
<br /> Floor Loads 111111117,2E111111 285.e/ Illainn. 165.0 DA 355.0WM 285.016//1
<br /> Lead Subtotals . 305.0IWR 388.0IWft 205.0 lent .
<br /> .. - Total Undform Loads vr[=I 305.0/b/ft I v/01 285.0 lent I
<br /> Combined Total Uniform Load we= 650.0 ibift
<br /> Concentrated(Point)Loads
<br /> I tx i .get 0ML4 sg +,k dlla..d Itik..t etglh,S. i NA lbs psteillim LVcaitgn.R. '
<br /> Point Load A,_ - - x
<br /> �� k a
<br /> PWntLOW B �I�I�����������������I�I��.iIl�ViliiiIlIM - - xe=
<br /> Point Load Point Load C o;;£' lINIMIIIIIIIIIIIIII IL'17 1.003 lb xt= 8.008
<br /> ,
<br /> 5r ��
<br /> t
<br /> Point Load E t_,_.0eact81,ePt 4_ ..
<br /> Note:Location Measured From Left Support
<br /> Partial Uniform Loada
<br /> Cmnb'd Load.
<br /> live Load,es( Deed Load.aa,( �, Live Lnad.[df Dead Load.on off Start Point& E0d Point,ft.
<br /> Partial Load Aw J _ __ m m
<br /> Partial Load B m.
<br /> Partial Londe I - - -
<br /> Partial Load D ( 1L_enik
<br /> Partial Load E t.,Deso rik t _ -
<br /> Note:Start and End Poklts Measured From Lett Support
<br /> Wedge Loads(Max at Left End,Zero at Right End) .
<br /> Live Load.pat BeacligatLi.M Tributary width.ft (lye Load.p11 Deed Load,OfCola Load Tonal Wedaa
<br /> on Load.tb
<br /> Wedge Lead Al I I 0 - -
<br /> A1cAn $mailer umbar/ Sx And Lamer(Timbers)
<br /> Lumber Material ltbouglaaflr-tarch 1.*l Timber Material (Douglas Fir-Larch lei
<br /> Lumber Grade 1No,1 j Timber Grade IWMPA.- 141
<br /> Repetitive - - - 12 x 16 -
<br /> Member Use? - - 6 x20 14 x 14 -
<br /> )No lO) - said 16xid -
<br /> 18x16 -
<br /> Glued Laminated Members 2.4EParallam p$L
<br /> Disdain Grade )24F-V4 1201 - 5.11V x 114tde
<br /> 2.14ti6'xIA" 7"xe.1t2"
<br /> 2.5x76.5 5,1255x42 3-112'a 14"
<br /> 3x15 6,76x10,4
<br /> 3.125515... 8.76x) Trues-Joist MacMillan I-Jots/i
<br /> 5x12
<br /> (Applies nay To Western Spaded Gleeda.ami fated Beams)
<br /> Final Member, Reactions lnoludinn.S.elf:Wei0ht Adri't Dptall.-.irtct..Self Wt,
<br /> Glued Laminated 14.I ar 82 - Max Moment 20,524 ftlb
<br /> Final Size: Live Load: 2,864 lb 3.101 lb Member Design Shear.5,09614
<br /> 15.12621Z 14),1 Dead Land- 2.399Jh 2,67314 Tole!Deflection:0.451 In
<br /> To •-d• 5 • .784 lb Live Deflection:0,254 in
<br /> minimum Bearing To
<br /> Length'1.73 In EMelancugf,M.emher;
<br /> MeV El,neaeitweightadded 0.0891»/00
<br /> (Assuming rug-Width 0eaAng) BendingOverdesign: 10.5')6 /idas9-Ibt.
<br /> Shear Overdesigft:52.0% - - Approx.SOS Weight 15,32 pIt
<br /> Final Member Selected:5.125 x 12, oette09on Ovard40120:44.1% Min.Dated 0eadno Length 1.73 in
<br /> Glued Laminated,24F V4
<br /> This member makes It by: 19.9%
<br /> Controlling criteria Iv Bending
<br /> Beam-ale
<br /> Beam.x \
<br /> [ ii/ittli ,
<br /> k.
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