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� � <br /> 13eamChek v20131icensed to:Three Nail Designs Reg#8551-66863 <br /> Signature Homes <br /> Garage Doar HDR Prepared by:JWH Date: 1/07/17 <br /> Selection 5-1/8x 18 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearin Area R1= 14.3 inz R2= 14.3 inz (1.5)DL Defl= 0.23 in Recom Camber-0.34 in <br /> Data Beam Span 16.0 ft Reaction 1 LL 5662# Reaction 2 LL 5662# <br /> Beam Wt per ft 22.42 # Reaction 1'I'I, 9288# Reaction 2 TL 9290# <br /> Bm Wt Included 359# Ma�cimum V 9290# <br /> Mas Moment 37135'# Max V(Reduced) 7287# <br /> TL Max Defl L/240 TL Actual Defl L/417 <br /> LI.Max Defl L/360 LL Actual Defl L/818 <br /> Attrifiutes Section in3 Shear inz TL Defl in LL Defl <br /> Actual 276.75 92.25 0.46 0.23 <br /> Critical 188.17 45.55 0.80 0.53 <br /> Status OK OK OK OK <br /> Ratio 68% 49% 58°/o 44% <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 2368 240 1.8 650 <br /> Adiustments Cv Volume 0.987 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet i7se 1.00 1.00 1.00 1.00 <br /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads <br /> Point LL Point TI. Distance Par I Inif LL Par Unif TL Start End <br /> 1219 B=1965 1.0 708 H-]135 0 1.0 <br /> 1219 C= 1965 6.0 220 I=355 1.0 6.0 <br /> 1219 D=1965 10.5 708 J=1135 6.0 10.5 <br /> 1219 E= 1965 l55 220 K-355 10.5 15.5 <br /> 708 L= 1135 15.5 16.0 <br /> � <br /> K <br /> I <br /> � <br /> Pt loads: � ❑C 0 0 <br /> 0 0 <br /> Rl=9288 R2=9290 <br /> SPAN= 16 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> J� <br /> ��� <br />