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• • • <br /> BeamChek v2013 licensed to:Design Lines, Inc Reg#2308-64256 <br /> Khan <br /> floor/deck joists Date:6/19/14 <br /> Selection 2x 6 HF#2 @ 16 in oc Lu=0.0 Ft Lu @OH=0.0 Ft <br /> Conditions NDS 2012, Overhang, Repetitive Use <br /> Min Bearing Area R1=0.2 in2 R2= 1.7 in2 (1.5) DL Defl= 0.08 in. <br /> Data Beam Span 6.8 ft Reaction 1 LL 93# Reaction 2 LL 406# <br /> Beam Wt per ft 0# Reaction 1 TL 98# Reaction 2 TL 685# <br /> Bm Wt Included 0# Maximum V 420# Overhang Length 1.5 ft <br /> Max Moment 570'# Max V(Reduced) 396# Total Beam Length 8.3 ft <br /> TL Max Defl L/240 TL Actual Defl L/<-1000 OH TL Actual Defl L/357 <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 7.56 8.25 -0.03 0.02 0.10 0.02 <br /> Critical 5.38 3.96 0.34 0.23 0.15 0.10 <br /> Status OK OK OK OK OK OK <br /> Ratio 71% 48% 8% 7% 67% 20% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc I(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1271 150 1.3 405 <br /> Adjustments CF Size Factor 1.300 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.15 <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 /> CI Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:40 Uniform TL: 53 =A (Uniform Ld on Backspan) <br /> Point LL Point TL Distance Par Unif LL Par Unif TL Start End <br /> 167 F=340 (OH) 1.5 40 K=53 (OH) 0 1.5 <br /> Uniform Load A K <br /> Pt loads: F <br /> 0 <br /> R1 =98 R2=685 <br /> BACKSPAN=6.8 FT OH = 1.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. <br /> 67-: <br /> 3 <br />