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, . PLAN 1875 <br /> BeamChek u2077 licensed to:Michael Johnson Reg# 7992-66428 <br /> PLAN1875 GARAGE <br /> GB-3 Date:6/18/14 <br /> Selection 5-1l8z 15 GLB 24F-V4 DF/DF Lu =0.0 Ft <br /> Conditions NDS 2005 <br /> Min Bearing Area R1= 11.3 in' R2=8.9 in' (1.5)OLDefI= 027 in Recom Camber=041 in <br /> Oata geam Span 16.0 fi Reaction 1 LL 4668# Reaction 2 LL 4049# <br /> BeamWtperft 1868# ReactioniTL 7320# Reaction2TL 5762# <br /> Bm Wt IncWded 299# Maximum V 7320# <br /> M�c Moment 27754'# Max V(Reduced) 6547# <br /> TLMaxDefl L/240 TLActualDefl L/316 <br /> LLMaxDefl L/360 LLActualDefl L/571 <br /> Attnbutes Section in' Shear in' TLDefl in LLDefl <br /> Actual 192.19 76.88 0.61 0.34 <br /> Critical 13877 40.92 0.80 0.53 <br /> Status OK OK OK OK <br /> Ratio 72% 53% 76% 63% <br /> Fb si Fv si E(psi x mi� Fc1(ps) <br /> Values ReferenceValues 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 Stabilily 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads <br /> Point LL Point TL Distance Par Unif LL Par UnifTL Start End <br /> 1267 B =2613 4.5 480 H =600 0 4.5 <br /> C =800 4.5 460 I =580 4.5 16.0 <br /> I <br /> �H� <br /> Pt loads'. I ❑B <br /> � 0 <br /> Ri =7320 R2=5762 <br /> SPAN = i6 FT <br /> Uniform and partial uniform loads are Ibs per lineal k. <br />