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PLAN 2261 <br /> BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 <br /> PLAN 2261 GARAGE <br /> G B-1 Date: 10/04/13 <br /> Selection �1/8x 13-1/2 GLB 24F-V4 DF/DF Lu =0.0 Ft <br /> Conditions NDS 2005 <br /> Min Bearing Area R1=9.8 inzR2= 12.5 in2 (1.5) DL Defl= 0.32 in Recom Camber=0.48 in <br /> Data Beam Span 12.5 ft Reaction 1 LL 2264# Reaction 2 LL 3389# <br /> Beam Wt per ft 16.81 # Reaction 1 TL 6368# Reaction 2 TL 8108# <br /> Bm Wt Included 210# Maximum V 8108# <br /> Max Moment 24496'# Max V(Reduced) 6773# <br /> TL Max Defl L/240 TL Actual Defl L/320 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section in3) Shear(inz) TL Defl (in) LL Defl <br /> Actual 155.67 69.19 0.47 0.15 <br /> Critical 122.48 42.33 0.63 0.42 <br /> Status OK OK OK OK <br /> Ratio 79% 61% 75% 35% <br /> Fb (psi) Fv psi) E si x mil) Fc�(psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad�usted Values 2400 240 1.8 650 <br /> Adiustments Cv Volume 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 TL: 350 =A <br /> Point LL Point TL Distance Par Unif LL Par Unif TL Start End <br /> 851 B= 1499 3.0 50 H =80 3.0 8.0 <br /> 1906 C =3342 8.0 488 I = 820 8.0 12.5 <br /> 150 J =320 0 3.0 <br /> J <br /> I � <br /> �- H <br /> Uniform Load A <br /> Pt loads: � � <br /> � 0 <br /> R1 =6368 R2=8108 <br /> SPAN = 12.5FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />