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X-SOUND Engineering, Inc. C lfRUCTIONCALC ProBeam
<br /> Assumptions: Compliant with 2003 IBC,1997 UBC,and 2001 National Design Spec for Wood.Top and bottom must be laterally supported at 4-ft max.intervals. Full-depth blocking req'd at supports and cantilever
<br /> end.Bending in strong axis only. No wet, high moisture,or high temperature use. No wane in Glulam laminations. Dynamic loading not considered.
<br /> Disclaimer:All users of this software shall comply with State Engineering Law,which specifies who may perform engineering,and defines the practice of engineering.
<br /> Job Name: Langus Residencce
<br /> 250 Load and Span Diagram(Not To Scale.Pitch,if any,not shown)
<br /> Beam I.D.: Cantilevered Joist
<br /> 200
<br /> Other info.:
<br /> 150
<br /> —100
<br /> te
<br /> Main Span,L= 21.00 ft a 50
<br /> Main Span Max.Allowed Live Deli:L/1 360 0.70 in o 0
<br /> Main Span Max.Allowed Total Def:L/1 240 ,,._,.... ,= 1.05 in -'
<br /> -50 " 5 10 15 20 25
<br /> Cantilever(Overhang)Exists? (Yes 141
<br /> -100
<br /> Right Cantilever,CR= 2.00 ft I -150
<br /> Cantilever Max Allowed Live Defl:CR/I 360 =0'0n" -200
<br /> Cantilever Max Allowed Total Defl:Co ii 240 i=o.lo In
<br /> Pitch if Sloped: -250
<br /> Span(ft)
<br /> Getting started.Hover Load Duration 'Live,Cd=1.00 (T
<br /> cursor here
<br /> Add Self Wt.? ®Yes 0 No
<br /> Loads Other Than Uniform Loads? 'Yes *
<br /> Uniform Loads Over Full Length of Member Tributary Uniform Live Reduced Live Uniform Dead
<br /> Live,psf Dead,psf Width,ft Load,plf Load,pif. Load,plf.
<br /> Roof Loads(not including snow) 40 psf 10 psf I 1.33 ft 53.2 lb/ft 53.2 lb/ft 13.3 lb/ft -
<br /> Roof Snow(only) 1.33 ft - -
<br /> Floor 3 Loads - - -
<br /> Floor 2 Loads - - -
<br /> Floor Loads - - -
<br /> Wall Dead Load -
<br /> Other'psf load and trib.width - - -
<br /> Additional'plf Unif.Live Loads.: _ Descrip'n,opts:
<br /> Additional'plf Unif.Dead Loads.' Descrip'n,opfl:
<br /> Load Subtotals 53.2 lb/ft 53.2 lb/ft 13.3 lb/ft
<br /> Total Uniform Loads wL= 53.2 lb/ft coo= 13.3 Ib/ft
<br /> Combined Total Uniform Load . wu= 66.5 lb/ft
<br /> Uniform Loads On Cantilever Only
<br /> Live Load,oaf Dead Load.oaf Tributary width,ft Live Load.plf Dead Load.plf Comb'd Load,plf
<br /> Cant.Load A - - -
<br /> Cant.Load B •
<br /> ' Descriln,oprl; -
<br /> Cant.Load C i Descrip'n,_opt -
<br /> Concentrated(Point)Loads Trib.Length,
<br /> Live Load.osf Dead Load.osf .Trib.Width.ft. ft Live.lbs Dead,lbs Location
<br /> Point Load A - - XA=
<br /> Point Load B - - Xe
<br /> Point Load C i . Descrip'n,opt!: 692 lb 467 lb xc= 23.00 ft
<br /> Point Load D Descrip'n,opts: XD=
<br /> Point Load E Descrip'n,opt'L XE=
<br /> Point Load F Descnp'n,opt!: xp=
<br /> Point Load G Descrip'n,opfl: xo=
<br /> Point Load H Descrip'n,opPl: xR=
<br /> Note:Location Measured From Left Support
<br /> Partial Uniform Loads On Main Span Only
<br /> Live Load,psf Dead Load,psf Tributary width,ft Live Load,o f Dead Load.plf Comb'd Load.olf Start Point.ft. End Point.ft.
<br /> Partial Load A - - -
<br /> Partial Load B - - -
<br /> Partial Load C - - -
<br /> •
<br /> Partial Load D oescrip'n,_oprl;
<br /> Partial Load E __._.__ Descnp'n,_oprl; -
<br /> Note:Start and End Points Measured From Left Support
<br /> Wedge Loads On Main Span Only(Max at Left End,Zero at Right End)
<br /> Live Load,psf Dead Load,psf Live Load.plf Dead Load.olf Comb'd Load.plf Total Wedge
<br /> Tributary width,ft Load.Ib
<br /> Wedge Load AI I I Q - - - -
<br /> e, (Lumber)
<br /> ..
<br /> 4x And Smaller 'Timber
<br /> 5x And Larger(Timbers)
<br /> LumberMaterial I Douglas Fir-Larch 1T� Material 'Douglas Fir-Larch (: _
<br /> ConstructionCalc-Pro#C1 D21A.xls
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