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6301 COMMERCIAL AVE 2019-08-07
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6301 COMMERCIAL AVE 2019-08-07
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8/7/2019 1:41:48 PM
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8/7/2019 1:41:45 PM
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Address Document
Street Name
COMMERCIAL AVE
Street Number
6301
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BeamChek v2012 licensed to:RAD Design Reg#5234-65712 <br /> Weigele <br /> Date: 9/18/17 <br /> Selection 5-1/8x 9 GLB 16F-V2 HF/HF Lu =0.0 Ft <br /> Conditions NDS 2005 <br /> Min Bearing Area R1=5.4 in2 R2=5.4 in2 (1.5) DL Defl= 0.22 in Recom Camber=0.32 in <br /> Data Beam Span 11.0 ft Reaction 1 LL 1650# Reaction 2 LL 1650# <br /> Beam Wt per ft 11.21 # Reaction 1 TL 2702# Reaction 2 TL 2702# <br /> Bm Wt Included 123# Maximum V 2702# <br /> Max Moment 7430'# Max V(Reduced) 2333# <br /> TL Max Defl L/240 TL Actual Defl L/298 <br /> LL Max Defl L/360 LL Actual Defl L/583 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 69.19 46.13 0.44 0.23 <br /> Critical 55.72 17.95 0.55 0.37 <br /> Status OK OK OK OK <br /> Ratio 81% 39% 81% 62% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc I(psi) <br /> Values Reference Values 1600 • 195 1.4 500 <br /> Adjusted Values 1600 195 1.4 500 <br /> Adjustments Cv Volume 1.000 <br /> Cd Duration 1.00 t• 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: 300 Uniform TL: 480 =A <br /> Uniform Load A <br /> R1 =2702 R2=2702 <br /> SPAN = 11 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />
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