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. . • • <br /> BeamChek v2013 licensed to:Plan One Reg#9077-2060 <br /> 2315 Cedar St Bedroom Hall <br /> 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= 1.6 in' R2= 1.6 inZ (1.5) DL Defi= 0.02 in <br /> Data Beam Span 4.0 ft Reaction 1 LL 600# Reaction 2 LL 600# <br /> Beam Wt per ft 4.68# Reactfon 1 TL 969# Reaction 2 TL 969# <br /> Bm Wt Included 19# Maximum V 969# <br /> Max Moment 969'# Max V(Reduced) 747# <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 17.65 19.25 0.04 0.02 <br /> Critical 9.94 6.23 0.20 0.13 <br /> Status OK OK OK OK <br /> Ratio 56% 32% 21% 17% <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 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: 300 Uniform TL �}80 =A <br /> Uniform Load A _ _–� <br /> �— ---_------__ --- -_---_� <br /> � --- -------- �� <br /> R1 =969 R2=969 <br /> SPAN =4 FT <br /> Uniform and pa�tial uniform loads are Ibs per lineal it. <br /> ,'jj���. �!� <br /> c�� ` <br /> lr <br /> j <br />