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2005 VIRGINIA AVE 2017-05-17
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2005 VIRGINIA AVE 2017-05-17
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5/17/2017 8:50:08 AM
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5/17/2017 8:50:00 AM
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Address Document
Street Name
VIRGINIA AVE
Street Number
2005
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BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> King 4010 Hdr @ Bath <br /> M-02 Prepared by: KAD Date:8/24/16 <br /> Selection (2)2x 6 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=2.6 int R2=2.6 in (1.5) DL Defl= 0.03 in <br /> Data Beam Span 4.25 ft Reaction 1 LL 744# Reaction 2 LL 744# <br /> Beam Wt per ft 4.01 # Reaction 1 TL 1050# Reaction 2 TL 1050# <br /> Bm Wt Included 17# Maximum V 1050# <br /> Max Moment 1115'# Max V(Reduced) 823# <br /> TL Max DO L/240 TL Actual Defl L/665 <br /> LL Max Defl L/360 LL Actual DefI L/>1000 <br /> Attributes Section W Shear(inz) TL Defl(in) LL Defl <br /> Actual 15.13 16.50 0.08 0.05 <br /> Critical 12.11 8.23 0.21 0.14 <br /> Status OK OK OK OK <br /> Ratio 80% 50% 36% 33% <br /> Fb(psi) Fv psi E psi x mil) Fc (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1105 150 1.3 405 <br /> Adiustments 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 /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:350 Uniform TL: 490 =A <br /> Uniform Load A <br /> R1 =1050 R2 = 1050 <br /> SPAN=4.25 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />
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