Laserfiche WebLink
PLAN 2128 <br /> BeamChek v2014 licensed to:Nash Jones Anderson Architects Reg#6464-622 <br /> G B-1 Date: 12/22/14 <br /> Selection (2)2x 12 DF-L#2 Lu =0.0 Ft <br /> Conditions NDS 2012 <br /> • Min Bearing Area R1= 1.2 in2 R2= 1.2 in2 (1.5) DL Defl= 0.07 in <br /> Data Beam Span 12.0 ft Reaction 1 LL 450# Reaction 2 LL 450# <br /> Beam Wt per ft 8.2 # Reaction 1 TL 769# Reaction 2 TL 769# <br /> Bm Wt Included 98 # Maximum V 769# <br /> Max Moment 2308'# Max V(Reduced) 649# <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 (in') Shear in2) TL Defl in) LL Defl <br /> Actual 63.28 33.75 0.13 0.06 <br /> Critical 30.77 5.41 0.60 0.40 <br /> Status OK OK OK OK <br /> Ratio 49% 16% 21% 15% <br /> Fb (psi) Fv psi) E psi x mil) Fc� psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Ad�usted Values 900 180 1.6 625 <br /> Adiustments CF Size Factor 1.000 <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: 75 Uniform TL: 120 =A <br /> Uniform Load A <br /> � 0 <br /> R1 = 769 RZ = 769 <br /> SPAN = 12FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />