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BeamChek v2019 licensed to:Nash and Associates Reg#6464-622 <br /> t3-6 UPPER FLOOR - <br /> MASTER DECK Date:4/15/21 <br /> Selection 5-118x 13-1/2 GLB 24F V4 DF/DF Lu=0.0 Ft <br /> CoOditions NDS 2015 <br /> Min Bearing Area R1=4.1 in2 R2=4.1 in' (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 /> lam Wt Included 269#/ Maximum V 2695# <br /> Max Moment 10778 # Max V(Reduced) 2316# <br /> TL Max Defl L/240 TLActual Deft L/609 <br /> LL Max Defi L/360 LL Actual Dell L/>1000 <br /> Attfibutes Section(inD. Shear in' TL Defl(inj LL Defl <br /> Actual 155.67 69.19 0.32 0.16 <br /> Critical 63.89 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 I (psi) <br /> Va W.es 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 /> Ct Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:200 Uniform TL: 320 =A <br /> Uniform Load A <br /> R1 =2695 R2=2695 <br /> SPAN= 16 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />