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

SABGO CONSULTING ENGINEER; C. Title: DEPHILLIPS.:,: _-ADENCE Job#20069 1'1322 34TH DRIVE SE Dsgnr: KHALED SABRA,ME,PE Date: 11:07AM, 31 DEC 20 EVERETT,WASHINGTON 98208 Description:DESIGN MEETS THE 2015 IBC STANDARDS AND SPECIFICATIONS Scope: FRAMINF AT BATHROOM REMODEL Rev, 560000 Page 1 I User KW-05OM36,Ver5.8.0,i-Dec-2003 Timber CS .t g I (01983-2003 ENERCALC Engineering Software ( beams.ecw Calculations Description CROSS BEAM AT END OF BATHTUB General Information Base allowables are user defined Section Name 4x6 Center Span 4.00 ft . . .. .Lu 0,00 ft Beam Width 3.500 in Left Cantilever ft , . . ..Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft .... .Lu 0-00 ft Member Type Sawn DF#2 Fb Base Allow 900.0 psi Load Dur. Factor 1.000 Fv Allow 180.0 psi Beam End Fixity Pin-Pin Fc Allow 625.0 psi E 1,600.0 ksi Full Length Uniform Loads Center DL 201.00#/ft LL 322.00 #/ft Left Cantilever DL #/ft LL #!ft Right Cantilever DL #/ft LL #!ft Summary Dearer Design OK 1 Span=4,00ft, Beam Width=3.500in x Depth=5.5in, Ends are Pin-Pin Max Stress Ratio 0.608 : 1 Maximum Moment 1.0 k-ft Maximum Shear* 1.5 1.6 k Allowable 1.7 k-ft Allowable 3,5 k € Max.Positive Moment 1.05 k-ft at 2.000 ft Shear. @ Left 1.05 k ! Max.Negative Moment 0.00 k-ft at 4.000 ft @ Right 1.05 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0.022 in Max.M allow 1.72 Reactions.., @ Right 0.000 in fb 711.33 psi fv 81.51 psi Left DL 0A0 k Max 1.05 k Fb 1,170.00 psi Fv 180.00 psi Right DL 0,40 k Max 1.05 k Deflections Center Span.., Dead Load Total Load Left Cantilever... Dead Load Tote Lo d Deflection -0.015 in -0.039 in Deflection 0.000 in 0.000 in ...Location 2.000ft 2.000ft _Length/Defl 0.0 0.0 ...Length/Deft 3,219.1 1,237.15 Right Cantilever... Camber(using 1.5 D.L.Deft)... Deflection 0.000 in 0.000 in @ Center 0.022 in ...Length/Deft 0.0 0.0 @ Left 0,000 in @ Right 0.000 in