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BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> McNabb Dbl Jst Under Br'g Wall <br /> F-02 Prepared by:KAD Date:3/06/15 <br /> Selection (3)2x 10 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=3.3 int R2=3.3 int (1.5) DL Defl= 0.06 in <br /> Data Beam Span 10.33 ft Reaction 1 LL 1033# Reaction 2 LL 1033# <br /> Beam Wt per ft 10.11 # Reaction 1 TL 1343# Reaction 2 TL 1343# <br /> Bm Wt Included 104 # Maximum V 1343# <br /> Max Moment 3470'# Max V(Reduced) 1143# <br /> TL Max DO L/240 TL Actual Defl L/644 <br /> LL Max DO L/360 LL Actual Defl L/935 <br /> Attributes Section (in3) Shear int TL Defl in LL Dell <br /> Actual 64.17 41.63 0.19 0.13 <br /> Critical 44.53 11.43 0.52 0.34 <br /> Status OK OK OK OK <br /> Ratio 69% 27% 37% 39% <br /> Fb(psi) Fv(psi) E(psi x mil Fc (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 935 150 1.3 405 <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:200 Uniform TL: 250 =A <br /> Uniform Load A <br /> Z 0 <br /> R1 = 1343 R2= 1343 <br /> SPAN= 10.33 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />