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PLAN 1875 <br /> BeamChek v2011 licensed to:Michael Johnson Reg# 7992-66428 <br /> PLAN 1875 GARAGE <br /> GB-1 Date'.6/18/14 <br /> Selection (3�2x 12 DF-L#2 Lu= 0.0 Ft Lu @OH=0.0 Ft <br /> Conditions NDS 2005, Overhang <br /> Min BearingArea R1=0.4 in' R2= 42 in' (L5)DL Defl= 0.04 in. <br /> Data geam Span 12.0 f[ Reaction 1 LL 253 # Reaction 2 LL 1267# <br /> � Beam Wt per ft 12.3 # Reaction 1 TL 233 # Reaction 2 TL 2613# <br /> IBm Wt Included 172 # Maximum V 1859 # Overhang Length 2A ft <br /> Max Moment 3133'# Max V(Reduced) 1585# Total Beam Length 14.0 tt <br /> I TL Max Defl U240 TLActual Defl U<-1000 OH TLActual Defl L/>1000 <br /> ILLMaxDefl U360 LLActualDefl L/>1000 OHLLActualDefl L/>1000 <br /> AtMbutes Section in' Shear in' TL Defl in LL Defl OH TL Defl OH LL Defl <br /> Actual 94.92 50.63 -0.02 <0.01 0.04 0.00 <br /> Critical 4177 1320 0.60 0.40 020 0.13 <br /> Status OK OK OK OK OK OK <br /> Ratio 44% 26% 4% 2% 20% 2% <br /> Fb si Fv si E psi x mil Fc I si <br /> Values Reference Values 900 180 1.6 625 <br /> Ad'usted Values 900 180 1.6 625 <br /> Adiustments CFSizeFactor 1.000 <br /> Cd Duration 1.00 1.00 <br /> CrRepetitive 1.00 <br /> Ch Shear Stress N/A <br /> CmWetUse 1.00 1.00 1.00 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> CI Stability @ OH 1.0000 Rb= 0.00 Le=0.00 Ft <br /> Loads Uniform LL:60 UniformTL: 70 =A Uniform Ld on Backs an <br /> I Point LL Point TL Distance Par Unif LL Par UnifTL Start End <br /> 480 F= 1274 (OH) 2.0 160 K=280 (OH) 0 2.0 <br /> ' Uniform Load A K <br /> Ptloads'. �� F <br /> � �. � <br /> Ri =233 R2= 2613 <br /> BACKSPAN = 12Ff OH=2FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. <br />