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PLAN 2217 <br /> BeamChek v2022 licensed to:Nash and Associates Architects Reg#6464-622 <br /> RB-1 Date: 10/14/22 <br /> Selection 4x 10 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=2.4 in2 R2=4.1 in2 (1.5)DL Defl= 0.02 in <br /> Data Beam Span 5.0 ft Reaction 1 LL 898# Reaction 2 LL 1528# <br /> Beam Wt per ft 7.87# Reaction 1 TL 1483# Reaction 2 TL 2573# <br /> Bm Wt Included 39# Maximum V 2573# <br /> Max Moment 2458'4t Max V(Reduced) 2228# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 49.91 32.38 0.04 0.02 <br /> Critical 27.31 18.57 0.25 0.17 <br /> Status OK OK OK OK <br /> Ratio 55% 57% 15% 11% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc L (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 Uniform LL:275 Uniform TL: 440 =A <br /> Point LL Point TL Distance <br /> 1050 B= 1817 4.0 <br /> Uniform Load A <br /> Pt loads: <br /> R1 = 1483 R2=2573 <br /> SPAN=5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> 3�� <br />