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� <br /> . , • • <br /> BeamChek v2013 licensed to:Plan One Reg#9077-2060 <br /> 2315 Cedar St Entry Porch <br /> Roof Beam Prepared by: WMG Date: 1/06/16 <br /> Selection 4x 6 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=0.7 in2 R2= 0.7 in2 (1.5) DL Defl= 0.02 in <br /> Data Beam Span 5.0 ft Reaction 1 LL 250# Reaction 2 LL 250# <br /> Beam Wt per ft 4.68# Reaction 1 TL 412# Reaction 2 TL 412# <br /> Bm Wt Included 23# Maximum V 412# <br /> Max Moment 515'# Max V(Reduced) 336# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defi �/>1000 <br /> Attributes Section (in3) Shear(inz) TL Defl(in) LL Defl <br /> Actual 17.65 19.25 0.04 0.02 <br /> Critical 4.59 2.44 0.25 0.17 <br /> Status OK OK OK OK <br /> Ratio 26°/o 13% 14% 11% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc�(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Ad usted Values 1346 207 1.6 625 <br /> Adiustments CF Size Factor 1.300 <br /> Cd Duration 1.15 1.15 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 _ 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL: 100 Uniform TL: 160 =A <br /> � Uniform Load A __� <br /> --_� <br /> 0 � <br /> R1 =412 R2=412 <br /> SPAN = SFT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> ; (/J � <br /> � � � <br /> � <br />