Laserfiche WebLink
� • <br /> BeamChek v20131icensed to:Three Nail Designs Reg#8551-66863 <br /> Signature Homes <br /> Lower Family HDR Pre ared b :JWH Date: 1/07/17 <br /> Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearin Area R1=3.5 in2 R2=7.8 in2 (1.5)DL Defl= 0.08 in Recom Camber=0.13 in <br /> Data Beam Span 7.0 ft Reaction 1 LL 1453# Reaction 2 LL 3207# <br /> Beam Wt per ft 6.83# Reaction 1 TL 2265# Reaction 2 TL 5089# <br /> Bm Wt Included 48# Maximum V 5089# <br /> Max Moment 5563'# Max V(Reduced) 4158# <br /> TL Max Defl L/240 'I'L Actual Defl L/461 <br /> LL Max Defl I./360 LL,Actual Defl L/858 <br /> Attributes Section in3 Shear inz TL Defl in LL Defl <br /> Actual 42.19 28.13 0.18 0.10 <br /> Critical 27.82 25.99 0.35 0.23 <br /> Status OK OK OK OK <br /> Ratio 66°/o 92% 52% 42% <br /> Fb si Fv si E si x mil Fc 1 si <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad'usred Values 2400 240 1.8 650 <br /> Adiustments Cv Volume 1.000 <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 /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads <br /> Point LL Point TL Distance Par Unif LL Par Unif TL Start End <br /> 1950 B=3147 5.75 300 H=455 0 5.75 <br /> 788 I= 1235 5.75 7.0 <br /> 0 <br /> H <br /> PC loads: � <br /> 0 0 <br /> Rl =2265 R2=5089 <br /> SPAN=7 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> �/ � <br />