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4600 BAKER DR 2025-07-17
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4600 BAKER DR 2025-07-17
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Last modified
7/17/2025 7:39:59 AM
Creation date
2/3/2025 10:59:34 AM
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Address Document
Street Name
BAKER DR
Street Number
4600
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6 <br /> BeamChek v2020 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 <br /> JONES FLUSH BM-BATH <br /> Date: 1/23/21 <br /> Selection (2)2x 4 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=0.9 in2 R2=0.9 in2 (1.5)DL Defl= 0.02 in <br /> Data Beam Span 3.0 ft Reaction 1 LL 234# Reaction 2 LL 234# <br /> Beam Wt per ft 2.55# Reaction 1 TL 379# Reaction 2 TL 379# <br /> Bm Wt Included 8# Maximum V 379# <br /> Max Moment 284'# Max V(Reduced) 305# <br /> TL Max Defl L/240 TL Actual Defl L/917 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 6.13 10.50 0.04 0.02 <br /> Critical 2.33 2.65 0.15 0.10 <br /> Status OK OK OK OK <br /> Ratio 38% 25% 26% 20% <br /> Fb(psi) Fv(psi) E(psi x mil) Fci.(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1466 173 1.3 405 <br /> Adjustments CF Size Factor 1.500 <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: 156 Uniform TL: 250 =A <br /> L Uniform Load A <br /> 0 0 <br /> R1 =379 R2=379 <br /> SPAN = 3 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />
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