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BeamChek v2019 licensed to:!Nash and Associates Reg#6464-622 T <br /> B-7 MAIN FLOOR <br /> COVERED DECK Date:4/15/21 <br /> Se ection 5-118x 16 GLB 24F-V4_D_FIDF Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=5.4 in' R2=5.4 W (1.5)DL Defl= 0.07 in Recom Camber--0.10 in <br /> Data Beam Span 16.0 ft Reaction 1 LL 2880# Reaction 2 LL 2880# <br /> Beam Wit per ft 18.66# Reaction 1 TL 3509# Reaction 2 TL 3509# <br /> Bm Wt Included 299# Maximum V 3609# <br /> Max Moment 14038'# Max V(Reduced) 2961 # <br /> TL Max Deft L/240 TL Actual Defl L/708 <br /> LL Max Defl L/360 LL Actual Deft L/940 <br /> Attributes Section kn' Shear W) TL Deft(in) LL Defl__ <br /> Actual 192.19 76.88 0.27 0.20 <br /> Critical 70.19 18.51 0.80 0.53 <br /> Status OK OK OK OK <br /> Ratio 37% 24% 34% 38% <br /> I Fb(psi) Fv(psi) E si x mkt Fc I(psi) <br /> E Values Reference Values 2400 240 1.8 650 <br /> Adjusted Values 2400 240 1.8 650 <br /> Adjustments Cv Volume 1.000 <br /> Cd Duration 1.00 1.00 <br /> F Cr Repetitive 1.00 <br /> I <br /> Ch Shear Stress N/A <br /> s, <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:360 Uniform TL:420 =A <br /> I: <br /> I. <br /> i <br /> I <br /> Uniform Load A <br /> s; <br /> R1 =3509 R2=3509 <br /> SPAN=16 FT <br /> I <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> E <br /> is <br /> f' <br /> L <br /> 1F(g' <br /> C: <br /> f,, <br />