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• • <br /> BeamChek v2020 licensed to:Kirk Duncan Reg#3145-68923 <br /> Smith Dr Hdr <br /> B-1 Date: 5/18/22 <br /> Selection (2)2x 4 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=1.2 in2 R2=1.2 in2 (1.5)DL Defl= 0.11 in <br /> Data Beam Span 5.0 ft Reaction 1 LL 318# Reaction 2 LL 318# <br /> Beam Wt per ft 2.55# Reaction 1 TL 484# Reaction 2 TL 484# <br /> Bm Wt Included 13# Maximum V 484# <br /> Max Moment 605'# Max V(Reduced) 427# <br /> TL Max Defl L/240 TLActual Defl L/253 <br /> LL Max Defl L/360 LL Actual Defl L/453 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 6.13 10.50 0.24 0.13 <br /> Critical 5.69 4.27 0.25 0.17 <br /> Status OK OK OK OK <br /> Ratio 93% 41% 95% 79% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc L(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1275 150 1.3 405 <br /> Adiustments CF Size Factor 1.500 <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:52 Uniform TL: 65 =A <br /> Par Unif LL Par Unif TL Start End <br /> 75 H=126 0 5.0 <br /> H <br /> Uniform Load A <br /> 0 0 <br /> R1 =484 R2=484 <br /> SPAN=5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />