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1929 VIRGINIA AVE 2023-10-23
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1929 VIRGINIA AVE 2023-10-23
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Last modified
10/23/2023 9:15:59 AM
Creation date
9/11/2023 9:30:50 AM
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Address Document
Street Name
VIRGINIA AVE
Street Number
1929
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• S <br /> BeamChek v2019 licensed to:Krueger Krafting Reg#2999-68468 <br /> 21-44 UFF BM#1 <br /> Date:9/28/21 <br /> Selection 4x 6 DF-L#1 Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=0.5 in2 R2=0.5 in2 (1.5)DL Defl= 0.01 in <br /> Data Beam Span 5.0 ft Reaction 1 LL 188# Reaction 2 LL 188# <br /> Beam Wt per ft 4.68# Reaction 1 TL 312# Reaction 2 TL 312# <br /> Bm Wt Included 23# Maximum V 312# <br /> Max Moment 390'# Max V(Reduced) 255# <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 17.65 19.25 0.03 0.01 <br /> Critical 3.60 2.12 0.25 0.17 <br /> Status OK OK OK OK <br /> Ratio 20% 11% 10% 8% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc I(psi) <br /> Values Reference Values 1000 180 1.7 625 <br /> Adjusted Values 1300 180 1.7 625 <br /> Adjustments CF Size Factor 1.300 <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: 75 Uniform TL: 120 =A <br /> Uniform Load A <br /> 0 0 <br /> R1 =312 R2=312 <br /> SPAN=5FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> I °Ilr <br />
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