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1513 HOYT AVE 2017-06-12
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1513 HOYT AVE 2017-06-12
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6/12/2017 2:06:48 PM
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6/12/2017 2:06:32 PM
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Address Document
Street Name
HOYT AVE
Street Number
1513
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BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> McNabb 5040 Windows @ Rear <br /> U-03 Prepared by: KAD Date:3/03/15 <br /> Selection 2x 6 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=0.4 inz R2=0.4 int (1.5) DL Defl= 0.02 in <br /> Data Beam Span 5.0 ft Reaction 1 LL 125# Reaction 2 LL 125# <br /> Beam Wt per ft 2.0# Reaction 1 TL 180# Reaction 2 TL 180# <br /> Bm Wt Included 10# Maximum V 180# <br /> Max Moment 225'# Max V(Reduced) 147# <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 (in3) Shear int TL DO in LL DefI <br /> Actual 7.56 8.25 0.04 0.03 <br /> Critical 2.44 1.47 0.25 0.17 <br /> Status OK OK OK OK <br /> Ratio 32% 18% 17% 16% <br /> Fb(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:50 Uniform TL: 70 =A <br /> Uniform Load A <br /> 0 <br /> R1 =180 R2= 180 <br /> SPAN=5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />
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