1007 SE EVERETT MALL WAY 2017-05-15

I Rev: 510001 Description New Low BM1 Title : Arby's Remodel- Everet, WA Dsgnr: Date: Description : Scope General Timber Beam Bm Verification As-Built Job # Page 1 I General Information � Section Name Center Span 24.00 ft.....Lu 2.00 ft Beam Width 5.125 in Left Cantilever ft ....Lu 0.00 ft Beam Depth 22.500 in Right Cantilever ft.....Lu 0.00 ft Member Type GluLam Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi Load Dur. Factor 1.150 Fv Allow 165.0 psi Beam End Fixity Pin-Pin Fc Allow 450.0 psi Wood Density 35.000 pcf E 2,400.0 ksi Uniform Loads � Uniform Loads Over Full Span Center DL 100.00 #/ft LL 125.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft __ . -- --- -- Summary 13eam Design OK � Span= 24.00ft, Beam Width = 5.125in x Depth = 22.5in, Ends are Pin-Pin � Max Stress Ratio 0.199 : 1 I Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 505.56 psi Fb 2,538.74 psi 182 k-ft 91.5 k-ft 1822 k-ft a1 12.000 ft 0.00 k-ft ai 0.000 ft 0.00 k-ft 0.00 k-ft 91.48 fv 33.49 psi Fv 189.75 psi Maximum Shear'` 1.E Allowable Shear: Camber: Reactions... Left DL 1.54 k Right DL 1.54 k @ Left @ Right @ Left @ Center @ Right 3.9 k 21.9 k 3.04 k 3.04 k 0.000 in 0.123 in 0.000 in Max 3.04 k Max 3.04 k Deflections ' Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.082 in -0.162 in Deflection 0.000 in 0.000 in ...Location 12.000 ft 12.000 ft ...Length/Defl 0.0 0.0 ...Length/Defl 3,518.4 1,780.25 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Defl 0.0 0.0 �