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PLAN 2070 <br /> BeamChek v2011 licensed to:Michael Johnson Reg# 7992-66428 <br /> PLAN 2070 GARAGE <br /> ' G B-1 Date: 2/25/14 <br /> Selection 5-1l8x 18 GLB 24F-V4 DF/DF Lu =0.0 Ft <br /> , Conditions NDS 2005 <br /> Min Bearing Area R1=8.5 in2 R2=8.5 in2 (1.5) DL Defl= 0.29 in Recom Camber=0.43 in <br /> Data Beam Span 19.5 ft Reaction 1 LL 3310# Reaction 2 LL 3310# <br /> Beam Wt per ft 22.42 # Reaction 1 TL 5556# Reaction 2 TL 5556# <br /> Bm Wt Included 437# Maximum V 5556# <br /> Max Moment 27830'# Max V(Reduced) 4922# <br /> TL Max Defl L/240 TL Actual Defl L/424 <br /> LL Max Defl L/360 LL Actual Defl L/880 <br /> Attributes Section in3) Shear�n2� __TL Defl (in) __ LL Defl _ ___ <br /> Actual 276.75 92.25 0.55 0.27 <br /> Critical 143.84 30.77 0.98 0.65 <br /> Status OK OK OK OK <br /> Ratio 52% 33% 57% 41% <br /> Fb (psi) ____Fv(psi) E (psi x mi� Fc��psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad�usted Values 2322 240 1.8 650 <br /> Adjustments Cv Volume 0.967 <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 <br /> �_ Point TL Distance Par Unif_LL Par Unif TL Start End <br /> B = 1200 5.0 320 H =400 0 5.0 <br /> C = 1200 14.5 360 I =450 5.0 14.5 <br /> 320 J =400 14.5 19.5 <br /> J <br /> I <br /> H <br /> Pt loads: 0 ❑C <br /> � 0 <br /> R1 =5556 R2 =5556 <br /> SPAN = 19.5FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />