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PLAN 2070 <br /> BeamChek v2011 licensed to:Michael Johnson Reg# 7992-66428 <br /> PLAN 2070 PORCH <br /> ' B-7 Date: 2/25/14 <br /> Selection 3-1/8x 12 GLB 24F-V4 DF/DF Lu =0.0 Ft <br /> . Conditions NDS 2005 <br /> Min Bearing Area R1=2.5 in2 R2=2.5 inz (1.5) DL Defl= 0.03 in Recom Camber=0.05 in <br /> Data Beam Span 8.0 ft Reaction 1 LL 966# Reaction 2 LL 966# <br /> Beam Wt per ft 9.11 # Reaction 1 TL 1626# Reaction 2 TL 1626# <br /> Bm Wt Inciuded 73 # Maximum V 1626# <br /> Max Moment 4511 '# Max V(Reduced) 1377# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in') Shear(in2) TL Defl (in) LL Defl <br /> Actual 75.00 37.50 0.07 0.03 <br /> Critical 22.55 8.61 0.40 0.27 <br /> Status OK OK OK OK <br /> Ratio 30°/o 23% 17% 13% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc� psi) <br /> -- --- _ <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad�usted Values 2400 240 1.8 650 <br /> Adjustments Cv Volume 1.000 <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: 150 Uniform TL: 240 =A <br /> -- -- --- <br /> Point LL Point TL ___ Distance <br /> — - — __----- <br /> 731 B = 1259 4.0 <br /> Uniform Load A <br /> Pt loads: � � � <br /> 0 0 <br /> R1 = 1626 R2 = 1626 <br /> SPAN =8FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />