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5501 SOUND AVE 2022-07-27
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5501 SOUND AVE 2022-07-27
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Last modified
7/27/2022 1:55:05 PM
Creation date
7/27/2022 1:54:38 PM
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Address Document
Street Name
SOUND AVE
Street Number
5501
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BeamChek v2016 licensed to:Plan One Reg#9077-2060 <br /> 5501 Sound Drive Master Bedroom <br /> 6068 Sliding Glass Door Date:4/08/19 <br /> Selection 4x 8 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=1.5 in2 R2=1.3 in2 (1.5)DL Defl= 0.05 in <br /> Data Beam Span 6.5 ft Reaction 1 LL 551 # Reaction 2 LL 462# <br /> Beam Wt per ft 6.17# Reaction 1 TL 933# Reaction 2 TL 782# <br /> Bm Wt Included 40# Maximum V 933# <br /> Max Moment 2059'# Max V(Reduced) 857# <br /> TL Max Defl L/240 TL Actual Defl L/848 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(ins) Shear(in2) TL Defl(in) LL Defl <br /> Actual 30.66 25.38 0.09 0.04 <br /> Critical 18.37 6.21 0.33 0.22 <br /> Status OK OK OK OK <br /> Ratio 60% 24% 28% 21% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc (psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1346 207 1.6 625 <br /> Adjustments CF Size Factor 1.300 <br /> Cd Duration 1.15 1.15 <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:75 Uniform TL: 120 =A <br /> Point LL Point TL Distance <br /> 525 B=895 2.7 <br /> Uniform Load A <br /> Pt loads: <br /> 0 0 <br /> R1 =933 R2=782 <br /> SPAN=6.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> Ali/ <br />
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