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2412 81ST PL SE 2018-01-11
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2412 81ST PL SE 2018-01-11
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Last modified
1/11/2018 11:14:14 AM
Creation date
1/11/2018 11:14:08 AM
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Address Document
Street Name
81ST PL SE
Street Number
2412
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• � <br /> BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> Spink Flr Bm <br /> F-01 Prepared by: KAD Date: 2/07/17 <br /> Se/ection 4x 6 DF-L#2 Lu = 0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1= 2.3 in2 R2= 2.3 in2 (1.5) DL Defl= 0.03 in <br /> Data Beam Span 4.75 ft Reaction 1 LL 1140# Reaction 2 LL 1140# <br /> Beam Wt per ft 4.68 # Reaction 1 TL 1436# Reaction 2 TL 1436# <br /> Bm Wt Included 22 # Maximum V 1436# <br /> Max Moment 1705'# Max V (Reduced) 1159# <br /> TL Max Defl L/240 TL Actual Defl L/580 <br /> LL Max Defl L/360 LL Actual Defl L/806 <br /> Attributes Section (in3) Shear (inz) TL Defl (in) LL Defl <br /> Actual 17.65 19.25 0.10 0.07 <br /> Critical 17.49 9.66 0.24 0.16 <br /> Status OK OK OK OK <br /> Ratio 99% 50% 41% 45% <br /> Fb (psi) Fv (psi) E (psi x mil) Fc � (psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Ad'usted Values 1170 180 1.6 625 <br /> Adjustments 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:480 Uniform TL: 600 = A <br /> Uniform Load A <br /> � 0 <br /> R1 = 1436 R2= 1436 <br /> SPAN =4.75 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />
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