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. , <br /> • le <br /> deck joists <br /> Peter Chopelas PE <br /> BeamChek v2019 licensed to:Peter Chopelas,PE Reg#5508-68695 <br /> Eberhardt long span deck joists <br /> Prepared by:PAC Date:2/18/22 <br /> Selection 2x 12 HF#2 @ 12 in oc Lu=0.0 Ft <br /> Conditions NDS 2015,Repetitive Use,Wet Use <br /> Min Bearing Area R1=1.9 in2 R2=1.9 in2 (2.0)DL Defl= 0.11 in <br /> Data Beam Span 15.0 ft Reaction 1 LL 450# Reaction 2 LL 450# <br /> Beam Wt per ft 0# Reaction 1 TL 525# Reaction 2 TL 525# <br /> Bm Wt Included 0# Maximum V 525# <br /> Max Moment 1969'# Max V(Reduced) 459# <br /> TL Max Defl L/240 TL Actual Defl L/412 <br /> LL Max Defl L/360 LL Actual Defl L/549 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 31.64 16.88 0.44 0.33 <br /> Critical 24.17 4.74 0.75 0.50 <br /> Status OK OK OK OK <br /> Ratio 76% 28% 58% 66% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc 1 (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 978 146 1.2 271 <br /> Adjustments CF Size Factor 1.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.15 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 0.97 0.90 0.67 <br /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:60 Uniform TL: 70 =A <br /> Uniform Load A <br /> / \ <br /> R1=525 R2=525 <br /> SPAN=15 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />