Laserfiche WebLink
BeamChek v2017 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 2. <br /> GRANT-EVERETT JOISTS <br /> Date: 1/14/19 <br /> Selection PT 2x 10 HF#2 @ 16 in oc Lu=0.0 Ft Lu @OH=0.0 Ft <br /> Conditions NDS 2015, Overhang, Repetitive Use, Incised <br /> Min Bearing Area R1=0.6 in2 R2= 1.2 in2 (1.5) DL Defl= <0.01 in. <br /> Data Beam Span 6.0 ft Reaction 1 LL 213# Reaction 2 LL 427# <br /> Beam Wt per ft 0# Reaction 1 TL 249# Reaction 2 TL 498# <br /> Bm Wt Included 0# Maximum V 311 # Overhang Length 2.0 ft <br /> Max Moment 332'# Max V(Reduced) 239# Total Beam Length 8.0 ft <br /> TL Max Defl L/240 TL Actual Defl L/>1000 OH TL Actual Defl L/<-1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 OH LL Actual Defl L/<-1000 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl OH TL Defl OH LL Defl <br /> Actual 21.39 13.88 0.02 0.01 -0.02 -0.01 <br /> Critical 4.63 2.99 0.30 0.20 0.20 0.13 <br /> Status OK OK OK OK OK OK <br /> Ratio 22% 22% 6% 7% 9% 11% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 860 120 1.2 405 <br /> Adjustments CF Size Factor 1.100 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.15 <br /> Ch Shear Stress N/A <br /> Ci Incised 0.80 0.80 0.95 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> CI Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL: 80 Uniform TL: 93 =A (Uniform Ld on Backspan) <br /> Par Unif LL Par Unif TL Start End <br /> 80 K=93 (OH) 0 2.0 <br /> Uniform Load A K <br /> 0 <br /> R1 =249 R2=498 <br /> BACKSPAN =6 FT OH =2 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. <br />