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PLAN 2554 <br /> BeamChek v2022 licensed to:Nash and Associates Architects Reg#6464-622 <br /> GB-1 Date: 10/14/22 <br /> Selection 5-1/8x 15 GLB 24F-V4 DFIDF Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=8.8 in2 R2=8.8 in2 (1.5)DL Defl= 0.15 in Recom Camber=0.23 in <br /> Data Beam Span 16.0 ft Reaction 1 LL 4320# Reaction 2 LL 4320# <br /> Beam Wt per ft 18.68# Reaction 1 TL 5749# Reaction 2 TL 5749# <br /> Bm Wt Included 299# Maximum V 5749# <br /> Max Moment 22998'# Max V(Reduced) 4851 # <br /> TL Max Defl L/240 TL Actual Defl L/419 <br /> LL Max Defl L/360 LL Actual Defl L/627 <br /> Attributes Section(in') Shear(in2) TL Defl(in) LL Defl <br /> Actual 192.19 76.88 0.46 0.31 <br /> Critical 114.99 30.32 0.80 0.53 <br /> Status OK OK OK OK <br /> Ratio 60% 39% 57% 57% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc1(psi) <br /> 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 /> 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 /> Loads Uniform LL:540 Uniform TL: 700 =A <br /> Uniform Load A <br /> 0 0 <br /> R1 =5749 R2=5749 <br /> SPAN= 16 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />