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BeamChek v2017 licensed to:Duane Rowett/Design Lines Reg#2999-68383 <br /> Vadjinia Deck Bm <br /> D-01 Prepared by: KAD Date:8/09/18 <br /> Selection 6x 12 HF#2 Lu=0.0 Ft Lu @OH=0.0 Ft <br /> Conditions NDS 2015, Overhang <br /> Min Bearing Area R1=6.3 in2 R2=9.3 in2 (1.5) DL Defl= 0.04 in. <br /> Data Beam Span 10.5 ft Reaction 1 LL 2125# Reaction 2 LL 3125# <br /> Beam Wt per ft 15.37# Reaction 1 TL 2557# Reaction 2 TL 3760# <br /> Bm Wt Included 192# Maximum V 2749# Overhang Length 2.0 ft <br /> Max Moment 6463'# Max V(Reduced) 2265# Total Beam Length 12.5 ft <br /> TL Max Defl L/240 TL Actual Defl L/708 OH TL Actual Defl L/429 <br /> LL Max Defl L/360 LL Actual Defl L/924 OH LL Actual Defl L/556 <br /> Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl OH TL Defl OH LL Defl <br /> Actual 121.23 63.25 0.18 0.14 -0.11 -0.09 <br /> Critical 114.89 24.27 0.53 0.35 0.20 0.13 <br /> Status OK OK OK OK OK OK <br /> Ratio 95% 38% 34% 39% 56% 65% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc_i_(psi) <br /> Values Reference Values 675 140 1.1 405 <br /> Adjusted Values 675 140 1.1 405 <br /> Adjustments CF Size Factor 1.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <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:420 Uniform TL: 490 =A (Uniform Ld on Backspan) <br /> Par Unif LL Par Unif TL Start End <br /> 420 K=490 (OH) 0 2.0 <br /> Uniform Load A K <br /> R1 =2557 R2=3760 <br /> BACKSPAN= 10.5 FT OH=2 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. <br /> ll'aNOME <br /> 1i 252018 i <br /> i g <br /> CJTY OF EVERETT <br /> Permit Services <br />