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� Design Lines,Inc. <br /> (425)353-0531 <br /> BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> Kepford carport re-build front carport bm <br /> M-1 Prepared by:JCR Date:7/10/16 <br /> Selection 4x 12 DF-L#2 Lu =0.0 Ft � <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=3.4 in2 R2=3.4 in2 (1.5) DL Defl= 0.08 in <br /> Data Beam Span 10.75 ft Reaction 1 LL 1478# Reaction 2 LL 1478# <br /> Beam Wt per ft 9.57# Reaction 1 TL 2121 # Reaction 2 TL 2121 # <br /> Bm Wt Included 103# Maximum V 2121 # <br /> Max Moment 5700'# Max V(Reduced) 1751 # <br /> TL Max Defl L/240 TL Actual Defl L/629 <br /> LL Max Defl L/360 LL Actual Defl L!>1000 <br /> Attributes Section in3 Shear in2 TL Defl in LL Defl <br /> Actual 73.83 39.38 0.21 0.12 <br /> Critical 69.09 14.59 0.54 0.36 <br /> Status OK OK OK OK <br /> Ratio 94% 37% 38% 35% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc�(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Ad�usted Values 990 180 1.6 625 <br /> Adiustments 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 /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:275 Uniform TL: 385 =A <br /> Uniform Load A <br /> � 0 <br /> R1 =2121 R2=2121 <br /> SPAN= 10.75 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> ` � <br />