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PLAN 1498 <br /> BeamChek v2022 licensed to:Nash and Associates Architects Reg#6464-622 <br /> BB-1 Date: 8/30/23 <br /> Selection 4x 10 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=2.4 in2 R2=5.6 in2 (1.5)DL Defl= 0.02 in <br /> Data Beam Span 5.0 ft Reaction 1 LL 1090# Reaction 2 LL 2335# <br /> Beam Wt per ft 7.87# Reaction 1 TL 1507# Reaction 2 TL 3516# <br /> Bm Wt Included 39# Maximum V 3516# <br /> Max Moment 2973'# Max V(Reduced) 2665# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Deft L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 49.91 32.38 0.04 0.03 <br /> Critical 33.04 22.21 0.25 0.17 <br /> Status OK OK OK OK <br /> Ratio 66% 69% 17% 15% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc i(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1080 180 1.6 625 <br /> Adjustments CF Size Factor 1.200 <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 <br /> Point LL Point TL Distance Par Unif LL Par Unif TL Start End <br /> 1475 B=2388 4.0 300 H=375 0 4.0 <br /> 750 I= 1095 4.0 5.0 <br /> H <br /> Pt loads <br /> R1 = 1507 R2=3516 <br /> SPAN=5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />