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BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> King Fir Bm @ Center <br /> F-02 Prepared by:KAD Date:8/22/16 <br /> Selection 4x 8 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=2.2 int R2=2.2 int (1.5) DL Defl= 0.01 in <br /> Data Beam Span 4.75 ft Reaction 1 LL 1093# Reaction 2 LL 1093# <br /> Beam Wt per ft 6.17# Reaction 1 TL 1380# Reaction 2 TL 1380# <br /> Bm Wt Included 29# Maximum V 1380# <br /> Max Moment 1639'# Max V(Reduced) 1029# <br /> TL Max Defl L/240 TL Actual DefI L/>1000 <br /> LL Max Defl L/360 LL Actual DO L/>1000 <br /> Attributes Section (in3) Shear(in2) TL DO(in) LL Defl <br /> Actual 30.66 25.38 0.04 0.03 <br /> Critical 16.81 8.58 0.24 0.16 <br /> Status OK OK OK OK <br /> Ratio 55% 34% 17% 19% <br /> Fb(psi) Fv(psi) E(psi x mil Fc (psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1170 180 1.6 625 <br /> Adiustments CF Size Factor 1.300 <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:460 Uniform TL: 575 =A <br /> Uniform Load A <br /> 0 <br /> R1 =1380 R2= 1380 <br /> SPAN=4.75 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> l <br />