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1410 HOLLOW DALE PL 2019-09-23
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1410 HOLLOW DALE PL 2019-09-23
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Last modified
9/23/2019 12:02:39 PM
Creation date
9/23/2019 12:02:02 PM
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Address Document
Street Name
HOLLOW DALE PL
Street Number
1410
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CREATIVE COMFORT <br /> Precision & Grace <br /> BeamChek v2017 licensed to:Creative Comfort Reg#104-61 <br /> Sisk Residence Upper Floor Deck:Joist <br /> UF DK JST-01 Prepared by:VED II Date:8/01/18 <br /> Selection PT 2x 12 DF-L#2 @ 12 in oc Lu=0.0 Ft <br /> Conditions NDS 2015, Repetitive Use,Wet Use, Incised <br /> Min Bearing Area R1= 1.3 in2 R2=1.3 in2 (2.0)DL Defl= 0.11 in <br /> Data Beam Span 14.0 ft Reaction 1 LL 420# Reaction 2 LL 420# <br /> Beam Wt per ft 4.1 # Reaction 1 TL 533# Reaction 2 TL 533# <br /> Bm Wt Included 57# Maximum V 533# <br /> Max Moment 1864'# Max V(Reduced) N/A <br /> TL Max Defl L/240 TL Actual Defl L/514 <br /> LL Max Defl L/360 LL Actual Defl L/790 <br /> Attributes Section(in3) Shear(in2) _ TL Defl (in) LL Defl <br /> Actual 31.64 16.88 0.33 0.21 <br /> Critical 27.02 5.72 0.70 0.47 <br /> Status OK OK OK OK <br /> Ratio 85% 34% 47% 46% <br /> Fb(psi) Fv(psi) E(psi x mil) Fci.(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 828 140 1.4 419 <br /> Adjustments CF Size Factor 1.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.15 <br /> Ch Shear Stress N/A <br /> Cm Wet+Ci Incised 0.80 0.776 0.855 0.67 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:60 Uniform TL: 72 =A <br /> Uniform Load A <br /> 0 0 <br /> R1 =533 R2=533 <br /> SPAN=14 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />
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