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2 <br /> BeamChek v2020 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 <br /> JONES DECK RAFTER <br /> Date: 1/20/21 <br /> Selection 2x 10 HF#2 @ 16 in oc Lu=0.0 Ft Lu @OH=0.0 Ft <br /> Conditions NDS 2015,Overhang, Repetitive Use <br /> Min Bearing Area R1=0.8 in2 R2= 1.2 in2 (1.5)DL Defl= 0.12 in. <br /> Data Beam Span 12.5 ft Reaction 1 LL 200# Reaction 2 LL 300# <br /> Beam Wt per ft 0# Reaction 1 TL 320# Reaction 2 TL 480# <br /> Bm Wt Included 0# Maximum V 347# Overhang Length 2.5 ft <br /> Max Moment 960'# Max V(Reduced) 306# Total Beam Length 15.0 ft <br /> TL Max Defl L/240 TL Actual Defl L/616 OH TL Actual Defl L/370 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 OH LL Actual Defl L/704 <br /> Attributes Section(in3) Shear(in2) TL Defl (in) LL Defl _ OH H TL Defl OH LL Defl <br /> Actual 21.39 13.88 0.24 0.13 -0.16 -0.09 <br /> Critical 9.32 2.66 0.63 0.42 0.25 0.17 <br /> Status OK OK OK OK OK OK <br /> Ratio 44% 19% 39% 31% 65% 51% <br /> Fb(psi) - Fv(psi) E(psi x mil) Fc i(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1237 173 1.3 405 <br /> Adjustments CF Size Factor 1.100 <br /> Cd Duration 1.15 1.15 <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: 33 Uniform TL: 53 =A (Uniform Ld on Backspan) <br /> Par Unif LL Par Unif TL Start End 1 <br /> 33 K=53 (OH) 0 2.5 <br /> Uniform Load A K <br /> . . <br /> R1 =320 R2=480 <br /> BACKSPAN = 12.5 FT OH =2.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. <br />