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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 Porch Deck:Joist <br /> PRCH DK JST-01 Prepared by:VED II Date:8/01/18 <br /> Selection PT2x6 HF#2 o@24inoc Lu=0.OFt <br /> Conditions NDS 2015, Repetitive Use,Wet Use, Incised <br /> Min Bearing Area R1= 1.2 in2 R2= 1.2 in2 (2.0) DL Defl= 0.02 in <br /> Data Beam Span 4.42 ft Reaction 1 LL 265# Reaction 2 LL 265# <br /> Beam Wt per ft 2.0# Reaction 1 TL 322# Reaction 2 TL 322# <br /> Bm Wt Included 9# Maximum V 322# <br /> Max Moment 356'# Max V(Reduced) N/A <br /> TL Max Defl L/240 TL Actual Defl L/833 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 7.56 8.25 0.06 0.04 <br /> Critical 4.20 4.16 0.22 0.15 <br /> Status OK OK OK OK <br /> Ratio 56% 50% 29% 30% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc±(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1017 116 1.1 271 <br /> Adjustments CF Size Factor 1.300 <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: 120 Uniform TL: 144 =A <br /> Uniform Load A <br /> 0 0 <br /> R1 =322 R2=322 <br /> SPAN=4.417 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />
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