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BeamChek v2019 licensed to:Nash and Associates Reg#6464-622 <br /> B-6 UPPER FLOOR <br /> MASTER DECK Date:4/15/21 <br /> Selection 5-118x 13-1/2 GLB 24F V4 RF/DF Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=4.1 in2 R2=4.1 in2 (1.5) DL Defl= 0.16 in Recom Camber--0.24 in <br /> Data Beam Span 16.0 ft Reaction 1 LL 1600# Reaction 2 LL 1600# <br /> Beam Wt per ft 16.81 # Reaction 1 TL 2695# Reaction 2 TL 2695# <br /> Bm Wt included 269# Maximum V 2695# <br /> Max Moment 10778 W Max V(Reduced) 2316# <br /> TL Max Deft L/240 TLActual Defl L/609 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section in Shear(inn TL Defl in LL Defl <br /> Actual 155.67 69.19 0.32 0.16 <br /> Critical 53.89 14.47 0.80 0.53 <br /> Status OK OK OK OK <br /> Ratio 35% 21% 39% 29% <br /> Fb(psi) Fv psi E(psi x mil Fc-L si <br /> Values Reference Values 2400 240 1.8 650 <br /> Adjusted Values 2400 240 1.8 650 <br /> Ad"us� Cv Volume 1.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress NIA <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:200 Uniform TL: 320 =A <br /> Uniform Load A <br /> Q <br /> R1 =2695 R2=2695 <br /> SPAN= 16FT <br /> Uniform and partial uniform loads are ibs per lineal ft. <br />