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PLAN 180012040 <br /> BeamChek v2011 licensed to'Michael Johnson Reg# 7992-66428 <br /> PORCH <br /> B-4 �ate:4/14/14 <br /> Selection qy�p DF-L#2 Lu =OA Ft <br /> - Crnditions NOS 2005 � <br /> Min Bearing Area R1=3.9 in' R2=3.9 in° (L5)�L�efl= 0.06 in <br /> Data � Beam Span 8.0 f[ Reac[ion 1 LL 1300# Reac[ion 2 LL 1300# <br /> Beam W[per ft 9.57# Reac[ion 1 TL 2438# Reac[ion 2 TL 2438# <br /> Bm VJt Inclutletl 77# Maximum V 2438# I <br /> Max Moment 4877'# Max V(Retlucetl) 1867# i <br /> TLMax �efl L/240 TLAc[ual�efl L/922 <br /> ' LL Max�efl L/360 LL Actual �efl L/�1000 <br /> A7nbutes Section {in'Z_ Shear(in'�_ _ TL�efl {in1 LL�efl _ _.� <br /> Ac[ual 73.83 39.38 0.10 OD5 <br /> Cri[ical 59.11 15.56 0.40 027 <br /> Status OK OK OK OK <br /> Ratio 80% 40% 26% 17% <br /> Fb(psi) W(psi) E (psi x mil) Fc I (psi) <br /> Values Reference Values 900 180 1.6 625 <br /> I AtljusteE Values 990 180 t6 625 <br /> qAn�xhnentx CF S¢e Facror L100 <br /> II Ctl �urotion L00 t00 <br /> Cr Repetitiae L00 <br /> lCh ShearStress N!A <br /> Cm Wet Use t00 L00 L00 _ t00 <br /> � ClStabildy t0000 Rb=0.00 Le=0.00Ft <br /> Loads Uniform LL:325 Uniform TL 600 =A <br /> Unibrm Loatl A <br /> � — � <br /> R1 =2438 R2 =2438 <br /> S PAN=8 FT <br /> �niform and partial uniform loatls are Ibs per lineal ft. <br />