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2905 LEONARD DR 2020-07-14
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2905 LEONARD DR 2020-07-14
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Last modified
7/14/2020 8:26:03 AM
Creation date
7/14/2020 8:25:38 AM
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Address Document
Street Name
LEONARD DR
Street Number
2905
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• <br /> BeamChek v2013 licensed to:Three Nail Designs Reg#8551-66863 <br /> Speck <br /> Master BDR Prepared by:JWH Date:4/02/16 <br /> Selection 4x 10 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=2.9 in2 R2=2.9 in2 (1.5)DL Defl= 0.05 in <br /> Data Beam Span 7.5 ft Reaction 1 LL 1125# Reaction 2 LL 1125# <br /> Beam Wt per ft 7.87# Reaction 1 TL 1830# Reaction 2 TL 1830# <br /> Bm Wt Included 59# Maximum V 1830# <br /> Max Moment 3430'# Max V(Reduced) 1453# <br /> TL Max Defl L/240 TL Actual Defl L/804 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(ins) Shear(in2) TL Defl(in) LL Defl <br /> Actual 49.91 32.38 0.11 0.06 <br /> Critical 38.11 12.11 0.38 0.25 <br /> Status OK OK OK OK <br /> Ratio 76% 37% 30% 23% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc 1 (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 /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:300 Uniform TL: 480 =A <br /> Uniform Load A <br /> 0 0 <br /> R1=1830 R2=1830 <br /> SPAN=7.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />
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