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Lavre <br />D-01 <br />Selection <br />Conditions <br />Data <br />�� <br />� <br />BeamChek v2014 licensed to: Design Lines, Inc. Reg # 2308-64256 <br />Deck Jst <br />Prepared by: KAD Date: 3/31/16 <br />(2) 2x 6 HF #1 Lu = 0.0 Ft Lu @OH = 0.0 Ft <br />NDS 2012, Overhang <br />Min Bearinp Area R1= 1.3 in2 R2= 2.8 inz (1.5) DL Defl= -0.05 in. <br />Beam Span <br />Beam Wt per ft <br />Bm Wt Included <br />Max Moment <br />TL Max Defl <br />LL Max Defl <br />5.5 ft Reaction 1 LL 361 # Reaction 2 LL <br />4.01 # Reaction 1 TL 533 # Reaction 2 TL <br />30 # Maximum V 1040 # Overhang Length <br />1 103 '# Max V(Reduced) 1015 # Total Beam Length <br />L/ 240 TL Actual Defl L/ 668 OH TL Actual Defl <br />L/ 360 LL Actual Defl L/>1000 OH LL Actual Defl <br />Attributes Section in� 5near m� i � uen in LL U@II <br />Actual 15.13 16.50 0.10 0.06 <br />Critical 10.44 10.15 0.28 0.18 <br />Status OK OK OK OK <br />Ratio 69% 62% 36% 31 % <br />Fb si) Fv ( si E( si x mil) <br />Values Reference Values 975 150 1.5 <br />Ad�usted Values 1268 150 1.5 <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 <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 />Loads Uniform LL: 40 Uniform TL: 50 = A <br />Point LL Point TL Distance Par Unif LL Par Unif TL <br />1 17 B= 179 0.25 40 K= 50 (OH) <br />725 C = 1097 4.33 <br />_.. _-. y I . , <br />OH TL Defl <br />-0.12 <br />0.20 <br />OK <br />62% <br />405 <br />405 <br />1.00 <br />781 # <br />1148# <br />2.0 ft <br />7.5 ft <br />L/388 <br />L/671 <br />OH LL Defl <br />-0.07 <br />0.13 <br />OK <br />54% <br />Uniform Ld on Back <br />Start End <br />0 2.0 <br />Pt loads: � U L�J i <br />� 0 <br />R1 = 533 R2 = 1148 <br />BACKSPAN = 5.5 FT OH = 2 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. <br />