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PLAN 2203 <br /> 6eamChek v2011 licensetl to:Michael Johnson Reg# 7992-66428 <br /> PLAN 2203 FOVER <br /> B-5 Date:2/26/14 <br /> Selection (3) 2a'12 DF-L#2 Lu =0.0 R W@OH=0.0 Ft� <br /> Contlitions NDS 2005,Overhang <br /> � Min Bearing Area R1=3.8 in' R2=6.9 in' (L5) DL Defl= 0.06 in. <br /> Data Beam Span 8.0 ft Reaction 1 LL 1125# Reaction 2 LL 1875# <br /> Beam Wt per ft 12.3# Reaction 1 TL 2396# Reaction 2 TL 4327# <br /> Bm Wt lncluded 123# Maximum V 3182# Overhang Length 2.Oft <br /> Max Moment 5037'# Max V(Reduced) 2646# Total Beam Length 10A ft <br /> TLMaxDefl L/240 TLActualDefi L/�1000 OHTLActualDefi L/645 <br /> LL Max Defl L/360 LLActual Defi L/�1000 OH LLActual Defl L/<-1000 <br /> attdb�tes se��or, ���_ snear��� T� oea.��� �� oen oH T�oefi oH ��oeri <br /> Actual 94,92 5083 0.09 0.03 -0.07 -0.02 <br /> Critical 6716 22A5 040 027 020 0.13 <br /> Status OK OK OK OK OK OK <br /> Ratio 71% 44/ 22% 10% 37% 17% <br /> Fb si W si E si x mi Fc I si <br /> Values ReferenceValues 900 180 iB 625 <br /> Ad'usted Values 900 180 1.6 625 <br /> Atliustments 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 /> CI Stability @ OH 1.0000 Rb= 0.00 Le=0.00 Ft <br /> Loatls Uniform LL 300 Uniform TL 560 =A Uniform Ld on Backs an <br /> PointTL Diatance ParUnifLL ParUnifTL Start End <br /> e=iaaa s.a aaa K=esa �oH� a z.a <br /> Uniform Load A K <br /> Pt loads: I� ❑B � <br /> � � <br /> R i =2396 R2=4327 <br /> BACKSPAN =8 FT OH =2 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. <br />