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. ' PLAN 2267 <br /> BeamChek v2077 licensed to: Michael Johnson Reg# 7992-66428 <br /> PLAN2267 GARAGE <br /> GB-0 Date: 226/14 <br /> Selection f 5-118x 12 GLB 24F-V8 OFIOF W =0.0 Ft W@OH =0.0 Ft� <br /> � Conditions NDS 2005, Oveihang <br /> Min Bearing Area R1=6.5 in'R2= 103 in' (L5) DL Defl= 0.14 in. <br /> Data Beam Span iQ5 ft Reaction 1 LL 2150# Reaction 2 LL 3162# <br /> Beam Wt per ft 14.94# Reaction 1 TL 4207# Reaction 2 TL 6680# <br /> Bm Wt lnduded 187# Maximum V 5130# Overhang Length 2Aft <br /> Max Moment 11445'# Max V(Reduced) 4355# Total Beam Length 125 ft <br /> TL Max Defl U 240 TLActual Defl U577 OH TLActual Defl U 343 <br /> LLMaxDefl U360 LLActualDefi L/>1000 OHLLActualDefl U953 <br /> Attnbutes Section (in') _ Shear(in') TL Defl (in) LL Defl OH TL Defl OH LL Defl <br /> Actual �23.00 61.50 022 0.08 -0.14 -OA5 <br /> Critical 5723 2722 0.53 0.35 020 013 <br /> Status OK OK OK OK OK OK <br /> Ratio 47% 44% 42% 23% 70% 38% <br /> Fb sp Fv sp E sl x mlp Fc I sl <br /> Values Reference Values 2400 240 1.8 650 <br /> Adjusted Ualues 2400 240 1.8 650 _ <br /> Adiustments Cv Volume 1.000 <br /> Cd Duration 1.00 1.00 <br /> CrRepetitive 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 /> , CI Stability @ OH 1.0000 Rb =0.00 Le=0.00 Ft I <br /> Loads Uniform LC 425 Uniform TL: 760 =A (Uniform Ld on Backspan) <br /> � Point TL Distance Par Unif LL Par Unif TL Start End <br /> 425 K=760 (OH) 0 2.0 <br /> E = 1200 8.0 <br /> Uniform Load A K � <br /> Pt loads � ❑E � <br /> � � <br /> Ri =420� R2= 6680 <br /> BACKSPAN = 10.5 FT OH =2 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. <br />