Laserfiche WebLink
0 <br />Title : Arby's Remodel- Everet, WA <br />Dsgnr: Date: <br />Description : <br />Scope : Bm Verification As-Built <br />Job # <br />ReV �����, General Timber Beam Page � <br />Description New Low BM2 <br />General Information � <br />Section Name Center Span 19.00 ft ..Lu 2.00 ft <br />Beam Width 5.125 in Left Cantilever ft.....Lu 0.00 ft <br />Beam Depth 15.000 in Right Cantilever ft .Lu 0.00 ft <br />Member Type GluLam <br />Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi <br />Load Dur_ Factor 1.150 Fv Allow 165.0 psi <br />Beam End Fixity Pin-Pin Fc Allow 450.0 psi <br />Wood Density 35.000 pcf E 2,400.0 ksi <br />! Uniform Loads I <br />Uniform Loads Over Full Span <br />Center DL 100.00 #/ft LL 125.00 #/ft <br />Left Cantilever DL #/ft LL #/ft <br />Right Cantilever DL #/ft LL #/ft <br />Span= 19.00ft, Beam Width = 5.125in x Depth = 15.in, Ends are Pin-Pin <br />Max Stress Ratio 0253 : 1 <br />Maximum Moment <br />Allowable <br />Max. Positive Moment 11.00 k- <br />Max. Negative Moment 0.00 k- <br />Max @ Left Support 0.00 k-fi <br />Max @ Right Support 0.00 k-fi <br />Max. M allow 43.50 <br />fb 686.60 psi fv <br />Fb 2,716.15 psi Fv <br />11.0 k-ft <br />43.5 k-ft <br />ft at <br />ft at <br />39.39 psi <br />189.75 psi <br />Maximum Shear * 1.E <br />Allowable <br />9.500 ft Shear: <br />0.000 ft <br />Camber: <br />Reactions... <br />Left DL 1.13 k <br />Right DL 1.13 k <br />@ Left <br />@ Right <br />@ Left <br />@ Center <br />@ Right <br />Max <br />Max <br />IBeam Design OK <br />3.0 k <br />14.6 k <br />2.32 k <br />2.32 k <br />0.000 in <br />0.151 in <br />0.000 in <br />2.32 k <br />2.32 k <br />Deflections ' <br />Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load <br />Deflection -0.101 in -0.207 in Deflection 0.000 in 0.000 in <br />...Location 9.500 ft 9.500 ft ...Length/Defl 0.0 0.0 <br />...Length/Defl 2,266.5 1,103.87 Right Cantilever... <br />Deflection 0.000 in 0.000 in <br />...Length/Defl 0.0 0.0 <br />