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, , PLAN�875 <br /> BeamChek u20111icensed to:Michael Johnson Reg# 7992-66428 <br /> PL4N 1875 GARAGE <br /> GB-2 Date:6/18/14 <br /> Se/ecfion 5-118x t5 GLB 24F-V4 DFIDF Lu =0.0 Ft <br /> Conditions NDS2005 <br /> Min BearingArea R1=8.1 in' R2=7.8 in' (L5) DL Defl= 026 in Recom Camber=0.38 in <br /> Dafa Beam Span 19.0 f[ Reaction 1 LL 3800# Reaction 2 LL 3800# <br /> Beam Wt per ft 18.68# Reaction i TL 5237# Reaction 2 TL 5071 # <br /> Bm Wt lncluded 355 # Maximum V 5237# <br /> Mau Moment 24785'# Max V(Reduced) 4589# <br /> TL Max Defl L/240 TLActual Defl L/322 <br /> LLMauDefl L/360 LLActualDe9 U505 <br /> Attiibutes Section in' Shear in' TLDefI in LLDefl <br /> Actual 192.19 76.88 071 OA5 <br /> Critical 125.46 28.68 0.95 0.63 <br /> Status i OK OK OK OK <br /> Ratio 65% 37% 74% 71% <br /> Fb�si� Fv�isi� E jQsl x mil�, Fc1(�i� <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad'usted Values 2371 240 iB 650 <br /> Adiustments Cv Volume 0.988 <br /> Cd Duretion 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch ShearStress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> G Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads UniformLL:400 UniformTL500 =A <br /> PointTL _ Distance � <br /> 8 =453 6.0 <br /> Uniform Load A ' <br /> Ptloads: l ❑e <br /> 0 � <br /> Ri =5237 R2 =5071 <br /> SPAN = 19 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />