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3316 HOYT AVE B 2018-01-31
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3316 HOYT AVE B 2018-01-31
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Last modified
1/31/2018 9:19:59 AM
Creation date
1/9/2018 9:44:42 AM
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Address Document
Street Name
HOYT AVE
Street Number
3316
Unit
B
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- � <br /> BeamChek v2014 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> WHITE KITCHEN WINDOW HEADERS <br /> B-06 Prepared by:JCR Date:2/17/16 <br /> Selection (2)2x 6 HF#2 Lu =0.0 Ft <br /> Conditions NDS 2012 <br /> Min Bearing Area R1=4.6 in2 R2= 4.6 in2 (1.5) DL Defl= <0.01 in. <br /> Data Beam Span 2.25 ft Reaction 1 LL 1257# Reaction 2 LL 1257# <br /> Beam Wt per ft 4.01 # Reaction 1 TL 1852# Reaction 2 TL 1852# <br /> Bm Wt Included 9 # Maximum V 1852# <br /> L,i' Max Moment 1042'# Max V(Reduced) 1098# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <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 0.02 0.01 <br /> Critical 11.32 10.98 0.11 0.08 <br /> Status OK OK OK OK <br /> Ratio 75% 67% 19% 17% <br /> Fb (psi) Fv (psi E psi x mil) Fc�(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Ad'usted Values 1105 150 1.3 405 <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 TL: 180 =A <br /> ----- _ ---- _ --- _ __ <br /> Par Unif LL Par Unif TI._ Start End <br /> 40 H =50 0 2.25 <br /> 640 I =800 0 2.25 <br /> 438 J =613 0 2.25 <br /> J <br /> I <br /> H <br /> Uniform Load A <br /> 0 0 <br /> R1 = 1852 R2 = 1852 <br /> SPAN=2.25 FT <br /> Uniform and partial uniform foads are Ibs per lineal ft. <br /> � �' <br /> t � <br />
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