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. , • • <br /> BeamChek v2013 licensed to Pian One Reg#9077-2060 <br /> 2315 Cedar St Bedroom 3 <br /> Window Header Prepared by:WMG Date: 1/06/16 <br /> Selecfion 4x 6 DF-L#2 Lu =0.0 Ft � <br /> Conditions NDS 2012 <br /> Min Bearing Area R1= 0.7 inZ R2=0.7 inZ (1.5) DL Defl= 0.05 in <br /> Data Beam Span 5.5 ft Reaction 1 L� 138# Reaction 2 LL 138# <br /> Beam Wt per ft 4.68# Reaction 1 TL 453# Reaction 2 TL 453# <br /> Bm Wt Included 26# Maximum V 453# <br /> Max Moment 623'# Mar,V(Reduced) 377# <br /> TL Max Defl L/240 TL Actual Defl L i>1000 <br /> LL Max Defl L/360 LLActual Defl L i>1000 <br /> Attributes Section (in') Shear(in2) TL Defl (in) LL Defl <br /> Actual 17.65 19.25 0.06 0.01 <br /> Critical 6.39 3.14 0.28 0.18 <br /> Status OK OK OK OK <br /> Ratio 36% 16% 22% 7°/o <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 /> Adiustments CF Size Factor 1.300 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress NIA <br /> Cm Wet Use 1.00 1.OQ i.04 1.00 <br /> CI Stability 1.0000 Rb= O.C10 Le=U.00 Ft <br /> Loads Uniform LL: 50 Uniform i L: 80 =A <br /> _ Par Unif TL Start End <br /> H =80 0 5.5 <br /> � H- --- - -J <br /> � Uniform I_oad A � <br /> � — -- —� <br /> 0 0 <br /> R1 =453 R2=453 <br /> SPAN=5.5FT <br /> Uniform and partia{uniform loads are los per lineal ft. <br /> �� ��� <br />