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7910 FOREST GLADE 2020-06-16
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7910 FOREST GLADE 2020-06-16
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Last modified
6/16/2020 3:13:40 PM
Creation date
6/16/2020 3:13:03 PM
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Address Document
Street Name
FOREST GLADE
Street Number
7910
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BeamChek v2013 licensed to:Three Nail Designs Reg#8551-66863 <br /> 7910 Forest Glade <br /> HDR's(Worse Case) Prepared by:JWH Date:6/24/18 <br /> Selection 4x 8 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=2.4 in2 R2=2.4 int (1.5)DL Defl= 0.05 in <br /> Data Beam Span 6.0 ft Reaction 1 LL 938# Reaction 2 LL 938# <br /> Beam Wt per ft 6.17# Reaction 1 TL 1518# Reaction 2 TL 1518# <br /> Bm Wt Included 37# Maximum V 1518# <br /> Max Moment 2278'# Max V(Reduced) 1213# <br /> TL Max Deft L/240 TL Actual Deft L/729 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(in3) Shear(in2) TL Deft(in) U.Deft <br /> Actual 30.66 25.38 0.10 0.05 <br /> Critical 23.36 10.11 0.30 0.20 <br /> Status OK OK OK OK <br /> Ratio 76% 40% 33% 26% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc 1 (psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1170 180 1.6 625 <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 /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform U.:313 Uniform TL:500 =A <br /> Uniform Load A <br /> R1=1518 R2=1518 <br /> SPAN=6 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />
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