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2105 GRAND AVE 2017-06-02
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2105 GRAND AVE 2017-06-02
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Last modified
6/2/2017 1:31:16 PM
Creation date
5/24/2017 10:44:04 AM
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Address Document
Street Name
GRAND AVE
Street Number
2105
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BeamChek v2013 bcensed to:Three Nail Designs Reg#8551-66863 <br /> Gillum <br /> Min.Front Window HDR Prepared by:JWH Date:8/22/13 <br /> Selection 2x 6 DF-L#E2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=0.6 inz R2=0.6 int (1.5)DL Defl= 0.01 in <br /> Data Beam Span 4.0 ft Reaction 1 LL 320# Reaction 2 LL 320# <br /> Beam Wt per ft 2.0# Reaction 1 TL 404# Reaction 2 TL 404# <br /> Bm Wt Included 8# Maximum V 404# <br /> Max Moment 404* Max V(Reduced) 311# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(in 3) Shear(in 2) TL Defl in LL Defl <br /> Actual 7.56 8.25 0.04 0.03 <br /> Critical 4.14 2.60 0.20 0.13 <br /> Status OK OK OK OK <br /> Ratio 55% 31% 19% 21% <br /> Fb si Fv si E(psi x mil Fc-L(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 /> C1 Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL: 160 Uniform TL: 200 =A <br /> Uniform Load A <br /> 0 <br /> RI=404 R2=404 <br /> SPAN=4 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> 3,i <br />
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