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. . • • <br /> BeamChek v20131icensed to:Plan One Reg#9077-2060 <br /> 2315 Cedar St Master Bedroom <br /> Sldg GL Door Header Prepared by:WMG Date: 1/06/16 <br /> Selection 4x 8 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=2.3 in� R2=2.3 in2 (1.5) DL Defl= 0.06 in <br /> Data Beam Span 6.5 ft Reaction 1 LL 894# Reaction 2 LL 894# <br /> Beam Wt per ft 6.17# Reaction 1 TL 1450# Reaction 2 TL 1450# <br /> Bm Wt Included 40# Maximum V 1450# <br /> Max Moment 2356'# Max V(Reduced) 1180# <br /> TL Max Defl L/240 TL Actual Defl L/651 <br /> LL Max Defl L/360 LL Actual Defl L/>10G0 <br /> Attributes Section (in') Shear(in2) TL Defl (in) LL Defl <br /> Actual 30.66 25.38 0.12 0.06 <br /> Critical 24.17 9.84 0.33 0.22 <br /> Status OK OK OK OK <br /> Ratlo 79% 39% 37% 29% <br /> Fb (psi) Fv(psi) E(psi x mil) Fc�(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Ad usted 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: 275 Uniform TL: 440 = A <br /> Uniform Load A —� <br /> —� <br /> 0 0 <br /> R1 = 1450 R2 = 1450 <br /> SPAN=�.5 FT <br /> Uniform and partial uniform loads are Ibs per lineal fl. <br /> r' <br /> ��;� ���y <br />