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17 <br /> BeamChek v2020 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 <br /> JONES DECK FRAMING <br /> Date: 1/23/21 <br /> Selection PT 2x 12 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 RI= 1.6 in2 R2=2.4 in2 (1.5)DL Defl= 0.09 in. <br /> Data Beam Span 12.5 ft Reaction 1 LL 480# Reaction 2 LL 720# <br /> Beam Wt per ft 0# Reaction 1 TL 640# Reaction 2 TL 960# <br /> Bm Wt Included 0# Maximum V 693# Overhang Length 2.5 ft <br /> Max Moment 1920'# Max V(Reduced) 593# Total Beam Length 15.0 ft <br /> TL Max Defl L/240 TL Actual Defl L/555 OH TL Actual Defl L/334 <br /> LL Max Defl L/360 LL Actual Defl L/833 OH LL Actual Defl L/501 <br /> Attributes Section(in3)_ Shear(in2) TL Defl(in) LL Defl OH TL Defl OH LL Defl <br /> Actual 31.64 16.88 0.27 0.18 -0.18 -0.12 <br /> Critical 29.46 7.42 0.63 0.42 0.25 0.17 <br /> Status OK OK OK OK OK OK <br /> Ratio 1 93% 44% 43% 43% 72% 72% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc I (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 782 120 1.2 405 <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 /> 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: 107 =A (Uniform Ld on Backspan) <br /> Par Unif LL Par Unif TL Start End <br /> 80 K= 107 (OH) 0 2.5 <br /> Uniform Load A K 1 <br /> L <br /> R1 =640 R2=960 <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 /> //9-y <br />