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• <br /> BeamChek v2017 licensed to:Duane Rowett/Design Lines Reg#2999-68383 <br /> Nguyen Porch Bm <br /> B-01 Prepared by: KAD Date: 8/29/19 <br /> Selection 4x 4 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=0.7 inz R2=0.7 inz (1.5) DL Defl= 0.14 in <br /> Data Beam Span 6.0 ft Reaction 1 LL 263# Reaction 2 LL 263# <br /> Beam Wt per ft 2.98 # Reaction 1 TL 450# Reaction 2 TL 450# <br /> Bm Wt Included 18 # Maximum V 450# <br /> Max Moment 675'# Max V(Reduced) 406# <br /> TL Max Defl L/240 TL Actual Defl L/273 <br /> LL Max Defl L/360 LL Actual Defl L/566 <br /> Attributes Section (ins) Shear(in2) TL Defl(in) LL Defl <br /> Actual 7.15 12.25 0.26 0.13 <br /> Critical 6.00 3.38 0.30 0.20 <br /> Status OK OK OK OK <br /> Ratio 84% 28% 88% 64% <br /> Fb(psi) Fv(psi) E (psi x mil) Fc I(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1350 180 1.6 625 <br /> Adjustments CF Size Factor 1.500 <br /> Cd Duration 1.00 1.00 <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:88 Uniform TL: 147 =A <br /> 10E1IVf <br /> SEP062019 <br /> CITY OF EVERETT <br /> Permit Services <br /> Uniform Load A <br /> 0 0 <br /> R1 =450 R2=450 <br /> SPAN=6 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />