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BeamChek v2019 licensed to:Nash and Associates-Reg#6464-622 <br /> B-7 MAIN FLOOR <br /> COVERED DECK Date:4/15/21 <br /> se ection 5-1/$x 15 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area Ri=5.4 in2 R2=5.4 in2 (1.5)DL Defl= 0.07 in Recom Cambe—0.10 in <br /> Data Beam Span 16.0 ft Reaction 1 LL 2880# Reaction 2 LL 2880# <br /> Beam Wt per ft 18.6B# Reaction 1 TL 3509# Reaction 2 TL 3509# <br /> Bm Wt Included 299# Maximum V 3509# <br /> Max Moment 14038'# Max V(Reduced) 2961 # <br /> TL Max Deft L/240 TL Actual Defl L 1708 <br /> LL Max Defl L 1360 LL Actual Defl L/940 <br /> Atttibutes Section(in'} Shear(ins} TL Defl in LL Defl <br /> Actual 192.19 76.88 0.27 0.20 <br /> Critical 70.19 18.51 0.89 0.53 <br /> Status OK OK OK OK <br /> Ratio 37% 24% 34% 38°% <br /> Fb(psi) Fv si E(psi x mil) Fc I (psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Adjusted Values 2400 240 1.8 650 <br /> Adiustrnents Cv Volume 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 /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:360 Uniform TL: 420 =A <br /> Uniform Load A <br /> Q <br /> R 1 =3509 R2=3509 <br /> SPAN= 16 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />