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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 Entry Door Hdr <br /> M-04 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=2.0 int R2=2.0 int (1.5) DL DO= 0.01 in <br /> Data Beam Span 3.25 ft Reaction 1 LL 569# Reaction 2 LL 569# <br /> Beam Wt per ft 4.01 # Reaction 1 TL 803# Reaction 2 TL 803# <br /> Bm Wt Included 13# Maximum V 803# <br /> Max Moment 652'# Max V(Reduced) 576# <br /> TL Max Defl L/240 TL Actual DO L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in 3) Shear(int) TL Defl in LL DO <br /> Actual 15.13 16.50 0.03 0.02 <br /> Critical 7.08 5.76 0.16 0.11 <br /> Status OK OK OK OK <br /> Ratio 47% 35% 16% 15% <br /> Flo(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 /> 0 0 <br /> R1 =803 R2=803 <br /> SPAN=3.25 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />
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