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1907 BAILEY AVE 2017-10-03
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1907 BAILEY AVE 2017-10-03
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10/3/2017 8:26:11 AM
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10/3/2017 8:26:09 AM
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Address Document
Street Name
BAILEY AVE
Street Number
1907
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0 0 <br /> BearnChek v2012 licensed to:RAD Design Reg#5234-65792 <br /> Bravo Window header <br /> Date:8101116 <br /> Selection 4x 10 HF#2 Lu=0.0 Ft { <br /> Conditions NDS 2005 <br /> Min Bearing Area R1=3.3 int R2=3.3 int (1.5)DL Defl= 0.12 in <br /> Data Beam Span 10.0 ft Reaction 1 LL 815# Reaction 2 LL 815# <br /> Beam Wt per ft 7.87# Reaction 1 TL 1339# Reaction 2 TL 1339# <br /> Bm lhlt Included 79# Maximum V 1339# <br /> Max Moment 3348'# Max V(Reduced) 1133# <br /> TL Max Defl L/240 TL Actual Deft L/500 <br /> LL Max Defl L/360 LL Actual Defl L/983 <br /> Attributes Section(in') Shear(int) TL Defl(in) LL Defl <br /> Actual 49.91 32.38 0.24 0.12 <br /> Critical 39.39 11.33 0.50 0.33 <br /> Status OK OK OK OK <br /> Ratio 79% 35% 48% 37% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc-L(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1020 150 1.3 405 <br /> Adjustments CF Size Factor 1.200 <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: 163 Uniform TL: 260 =A <br /> Uniform Load A <br /> R1 =1339 R2=1339 <br /> SPAN= 10 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />
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