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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 /> New HDR in Basement Prepared by:JWH Date:4/10/17 <br /> Selection 3-1/8x 9 GLB 24F V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=5.0 in2 R2=5.0 in2 (1.5)DL Defl= 0.02 in Recom Camber=0.02 in <br /> Data Beam Span 4.0 ft Reaction 1 LL 2270# Reaction 2 LL 2270# <br /> Beam Wt per ft 6.83# Reaction 1 TL 3240# Reaction 2 TL 3240# <br /> Bm Wt Included 27# Maximum V 3240# <br /> Max Moment 5386'# Max V(Reduced) 2830# <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(in2) TL Defl(in) LL Defl <br /> Actual 42.19 28.13 0.04 0.03 <br /> Critical 26.93 17.68 0.20 0.13 <br /> Status OK OK OK OK <br /> Ratio 64% 63% 22% 21% <br /> Fb(psi) Fv(psi) E(psi x mil) RI(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:290 Uniform TL: 540 =A <br /> Point LL Point TL Distance <br /> 3380 B=4292 2.0 <br /> Uniform Load A <br /> Pt loads: C <br /> 0 0 <br /> Rl=3240 R2=3240 <br /> SPAN=4 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> /fl <br /> `7 f <br />
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