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2105 GRAND AVE 2018-09-11
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2105 GRAND AVE 2018-09-11
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Last modified
9/11/2018 9:10:08 AM
Creation date
9/11/2018 9:10:02 AM
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Address Document
Street Name
GRAND AVE
Street Number
2105
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BeamChek v2013 licensed to:Three Nail Designs Reg#8551-66863 <br /> 2105 Grand <br /> Living/Dining Prepared by:JWH Date:4/10/17 <br /> Selection 3-1/8x 13-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=6.6 in2 R2=6.6 in2 (1.5)DL Defl= 0.12 in Recom Camber=0.18 in <br /> Data Beam Span 13.0 ft Reaction 1 LL 3380# Reaction 2 LL 3380# <br /> Beam Wt per ft 10.25# Reaction 1 TL 4292# Reaction 2 TL 4292# <br /> Bm Wt Included 133# Maximum V 4292# <br /> Max Moment 13948'# Max V(Reduced) 3549# <br /> TL Max Deli L/240 TL Actual Defl L/384 <br /> LL Max Defl L/360 LL Actual Deft L/539 <br /> Attributes Section(in3) Shear(in2) TL Deft(in) LL Defl <br /> Actual 94.92 42.19 0.41 0.29 <br /> • <br /> Critical 69.74 22.18 0.65 0.43 <br /> Status OK OK OK OK <br /> Ratio 73% 53% 63% 67% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc 1 (psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Adjusted Values 2400 240 1.8 650 <br /> Adjustments Cv Volume 1.000 <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:520 Uniform TL: 650 =A <br /> Uniform Load A <br /> 0 0 <br /> R1=4292 R2=4292 <br /> SPAN=13 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> t lye, <br />
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