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i <br /> BeamChek v2013 licensed to:Three Nail Designs Reg#8551-66863 <br /> Speck <br /> Top of Stairs Prepared by:JWH Date:4/02/16 <br /> Selection 4x 12 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=3.5 ins R2=3.5 ins (1.5)DL Defl= 0.06 in <br /> Data Beam Span 9.0 ft Reaction 1 LL 1350# Reaction 2 LL 1350# <br /> Beam Wt per ft 9.57# Reaction 1 TL 2203# Reaction 2 TL 2203# <br /> Bm Wt Included 86# Maximum V 2203# <br /> Max Moment 4957'# Max V(Reduced) 1744# <br /> TL Max Defl L/240 TL Actual Defl L/833 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(ins) Shear(ins) TL Defl(in) LL Defl <br /> Actual 73.83 39.38 0.13 0.07 <br /> Critical 60.08 14.53 0.45 0.30 <br /> Status OK OK OK OK <br /> Ratio 81% 37% 29% 22% <br /> Fb(psi) Fv(psi) E(psi x mil) RI(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 990 180 1.6 625 <br /> Adjustments CF Size Factor 1.100 <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 /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:300 Uniform TL: 480 =A <br /> Uniform Load A <br /> Rl=2203 R2=2203 <br /> SPAN=9 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />