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' . � <br /> BeamChek v20131icensed to:Three Nazl Designs Reg#8551-66863 <br /> Signature Homes <br /> Garage Mid Span Prepared b :JWH Date: 1/07/17 <br /> Selection 5-1/8x 16-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearin Area R1=8.0 inz R2=8.0 in� (1.5)DL Defl= 0.16 in Recom Camber=0.24 in <br /> Data Beam Span 19.1 ft Reaction 1 LL 4011# Reaction 2 LL 4011# <br /> Beam Wt per ft 20.55 # Reaction 1 TL 5210# Reaction 2 TL 5210# <br /> Bm Wt Included 392 # Maximum V 5210# <br /> Max Moment 24878'# Max V(Reduced) 4460# <br /> TL Max Defl L/240 TL Acrual Defl L/435 <br /> LL Max Defl L/360 LL Actual Defl I,/630 <br /> Attributes Section in�' Shear inz 'TI,Defl in LL.Defl <br /> Actual 232.55 84.56 0.53 Q36 <br /> Critical 127.20 27.87 096 0.64 <br /> Status OK OK OK OK <br /> Ratio 55% 33% 55% 57% <br /> Fb si Fv si E si x mil Fc 1 si <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad�usted Values 2347 240 1.8 650 <br /> Adlustments Cv Volume 0.978 <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 /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Lo�ds Uniform LL:420 Uniform TL: 525 =A <br /> Uniform Load A <br /> 0 � <br /> Rl =5210 R2=5210 <br /> SPAN=19.7 FI' <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> f+ �� <br /> 1 <br />