Laserfiche WebLink
BeamChek v2008 licensed to:Sy/vestre Construction, Inc. Reg#9077-2983 <br /> Freivalds-Kelley Floor&Roof Beam <br /> Floor-Roof Beam N&S Date:2/10/15 <br /> Selection (2)2x 12 So.Pine#2 Lu=0.0 Ft <br /> Conditions NDS 2005 <br /> Min Bearing Area R1=2.7 int R2=2.7 int (1.5)DL DO= 0.04 in <br /> Data Beam Span 7.1 ft Reaction 1 LL 879# Reaction 2 LL 901 # <br /> Beam Wt per ft 8.2# Reaction 1 TL 1502# Reaction 2 TL 1534# <br /> Bm Wt Included 58# Maximum V 1534# <br /> Max Moment 4690'# Max V(Reduced) 1433# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(in) Shear in TL Defl(in) LL Defl <br /> Actual 63.28 33.75 0.07 0.04 <br /> Critical 57.73 12.28 0.36 0.24 <br /> Status OK OK OK OK <br /> Ratio 91% 36% 21% 16% <br /> Fb(psi) Fv(psi) E(psi x mil Fc (psi) <br /> Values Reference Values 975 175 1.6 565 <br /> Adjusted Values 975 175 1.6 565 <br /> Adjustments CF Size Factor 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 /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:40 Uniform TL: 100 =A <br /> Point LL Point TL Distance <br /> 1496 B=2268 3.6 <br /> Uniform Load A <br /> Pt loads: <br /> 0 <br /> R1 = 1502 R2=1534 <br /> SPAN=7.1 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />