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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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BeamChek v2017 licensed to:Creative Comfort Reg#104-61 <br /> Sisk Residence Upper Floor Header <br /> UF HDR-01 Prepared by:VED II Date: 1/22/18 <br /> Selection (3)2x 10 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=3.3 in2 R2=3.3 in2 (1.5)DL Defl= 0.05 in <br /> Data Beam Span 6.5 ft Reaction 1 LL 756# Reaction 2 LL 756# <br /> Beam Wt per ft 10.11 # Reaction 1 TL 2048# Reaction 2 TL 2048# <br /> Bm Wt Included 66# Maximum V 2048# <br /> Max Moment 3328'# Max V(Reduced) N/A <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 64.17 41.63 0.07 0.02 <br /> Critical 40.34 17.07 0.33 0.22 <br /> Status OK OK OK OK <br /> Ratio 63% 41% 22% 9% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 990 180 1.6 625 <br /> Adjustments CF Size Factor 1.100 <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 /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:233 Uniform TL: 620 =A <br /> Uniform Load A <br /> R1 =2048 R2=2048 <br /> SPAN=6.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />
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