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PLAN �690 <br /> BeamChek v2077licensedto:MichaelJohnson Reg# 7992-66428 <br /> PLAN 1690 GARAGE <br /> GB-1 Date'. 225/14 <br /> Selection 5-'l/8x '16-'l/2 GL8 24F-V4 DF/DF Lu=0.O Ft <br /> - Conditions NDS 2005 <br /> Min Bearing Area R 1=102 in'R2= 102 in' (L5) �L Defl= 024 in Recom Camber=0.36 in <br /> Data Beam Span 1875 ft Reaction 1 LL 4781 # Reaction 2 LL 4781 k <br /> � Beam Wt perfl 20.55# Reaclion 1 TL 6661 # Reaction 2 Tl 6661 # <br /> Bm Wt lncluded 385# Maximum V 6661 # <br /> MaxMoment 31225'# MaxV (Reduced) 5684# <br /> TLMaxDefl U240 TLActualDefl L/345 <br /> LLMaxDefl L/360 LLAclual �efl L/549 <br /> Attii6utes Section in') Shear (in'7 TL�efl (in) LL�efl _ <br /> Actual 232,55 84.56 0.65 041 <br /> Critical 159.36 35.53 0.94 0.63 <br /> Status OK OK OK OK <br /> Ratio 69% 42% 70% 66% <br /> Fb si Fv si E si x mil Fc I (psi <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad-usted Values 2351 240 1.8 650 <br /> Adiustments Cv Volume 0.980 <br /> Cd Duration 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 Uniform LL 510 Uniform TL 690 =A <br /> Uniform Load A <br /> � <br /> � 0 <br /> Ri =6661 R2=6661 <br /> SPAN=1875FT <br /> Uniform and padial uniform loads are Ibs per lineal ft. <br />