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3927 FRIDAY AVE 2019-02-06
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3927 FRIDAY AVE 2019-02-06
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2/6/2019 9:27:30 AM
Creation date
2/6/2019 9:27:24 AM
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Address Document
Street Name
FRIDAY AVE
Street Number
3927
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BeamChek v2017 licensed to:Duane Rowett/Design Lines Reg#2999-68383 <br /> Greenwave Property 6020 Win Hdr <br /> L-01 Prepared by: KAD Date:7/30/18 <br /> Selection (2)2x 6 HF#2 Lu =0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1= 1.4 in2 R2= 1.4 in2 (1.5) DL Defl= 0.11 in <br /> Data Beam Span 6.25 ft Reaction 1 LL 203# Reaction 2 LL 203# <br /> Beam Wt per ft 4.01 # Reaction 1 TL 550# Reaction 2 TL 550# <br /> Bm Wt Included 25# Maximum V 550# <br /> Max Moment 859'# Max V(Reduced) 469# <br /> TL Max Defl L/240 TL Actual Defl L/490 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 15.13 16.50 0.15 0.04 <br /> Critical 9.33 4.69 0.31 0.21 <br /> Status OK OK OK OK <br /> Ratio 62% 28% 49% 20% <br /> Fb(psi) Fv(psi) E (psi x mil) Fc.i(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1105 150 1.3 405 <br /> Adiustments CF Size Factor 1.300 <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:40 Uniform TL: 50 =A <br /> Par Unif LL Par Unif TL Start End <br /> 25 H=42 0 6.25 <br /> I=80 0 6.25 <br /> H <br /> Uniform Load A <br /> Z\ <br /> R1 =550 R2=550 <br /> SPAN=6.25 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />
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