5409 S 2ND AVE 2025-12-12 - Laserfiche WebLink

SAIRCO CONSULTING ENGINEER 4C. Title: DEPHILLIPS -ilDENCE Job#20069 11322 34TH DRIVE SE Dsgnr: KHALED SABRA,ME,PE Date: 3,16PM, 28 DEC 20 EVERETT,WASHINGTON 98208 Description:DESIGN MEETS THE 2015 IBC STANDARDS AND SPECIFICATIONS Scope: FRAMINF AT BATHROOM REMODEL 5.5 Rav: SBC000 --- -- -- - -� User:KW-W05036.Ver5.8.0,1-Deo-2003 General Timber �� Page 1 (-)1963 2003 E NERCALC Engineer ng 8oHware beams.®cror.Calculaiions Description NEW 2-2X8 SCABS ATTACHED TO CUT AND DAMAGED 2X12 AT BATHROOM REMODEL i General Information _ Base aliowables are user defined Section Name 4-2X8 Center Span 13.50 ft .. .. .Lu 0.00 ft Beam Width 6.000 in Left Cantilever ft . . ...Lu 0.00 ft Beam Depth 7.250 in Right Cantilever ft . . ...Lu 0.00 ft Member Type Sawn Fb Base Allow 850.0 psi Load Dur. Factor 1,000 Fv Allow 150.0 psi Beam End Fixity Pin-Pin Fc Allow 405.0 psi E 1,300.0 ksi Full Length Uniform Loads Center DL 33.00#/ft LL 54.00 #tft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary Beam Design OK Span=13.50ft,Beam Width=6.000in x Depth=7.25in,Ends are Pin-Pin Max Stress Ratio 0.532 ; 1 Maximum Moment 2.0 k-ft Maximum Shear* 1.5 0.9 k Allowable 3.7 k-ft Allowable 6.5 k Max. Positive Moment 1.98 k-ft at 6.750 ft Shear. @ Left 0.59 k Max. Negative Moment 0.00 k-ft at 13.600 ft @ Right 0.59 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0.149 in Max.M allow 3.72 Reactions.., @ Right 0.000in fb 452.48 psi fv 20.25 psi Left DL 0.22 k Max 0.59 k Fb 850.00 psi Fv 150.00 psi Right DL 0.22 k Max 0.59 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.100 in -0.262 in Deflection 0,000 in 0.000 in ...Location 6.750 ft 6.750 ft ...Length/Defl 0.0 0.0 ...Length/Defl 1,627.1 617.19 Right Cantilever... Camber(using 1.5•D.L.Defl)... Deflection 0.000 in 0.000 in @ Center 0.149 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in