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Design Lines, Inc. <br /># <br />Peudt <br />riche beam <br />`- ~ <br />Prepared by: DT <br />Dale: 11/02/12 <br />Selection <br />8x 16 DF-L #1 <br />Lu = 0.0 Ft <br />Conditions <br />DS 2005 <br />Min Bearing Area <br />R1= 4.9 in2 <br />R2= 4.9 in2 (1.5) DL Cefl= <br />0.27 in <br />Data <br />Beam Span <br />23.8 ft <br />Reaction 1 LL <br />1940 # <br />Reaction 2 LL <br />Beam Wt per it <br />28.25 # <br />Reaction 1 TL <br />3049 # <br />Reaction 2 TL <br />Bm Wt Included <br />672 # <br />Maximum V <br />3049 # <br />Max Moment <br />18144 T <br />Max V (Reduced) <br />2718 # <br />TL Max DO <br />L / 240 <br />TL Actual Dell <br />L 1487 <br />LL Max Defl <br />L / 360 <br />LL Actual Dell <br />L / 905 <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adiustments <br />Loads <br />1940 # <br />3049 # <br />Section (in3) <br />300.31 <br />Shear (ins) <br />116.25 <br />TL DO (in) <br />0.59 <br />LL Defl _ <br />0.32 <br />144.88 <br />20.86 <br />1.19 <br />0.79 <br />OK <br />OK <br />OK <br />OK <br />48%, <br />18% <br />49% <br />40% <br />Fb (psi) <br />Fv (psi) <br />E (psi x mil) <br />Fc! (psi <br />Reference Values <br />1350 <br />170 <br />1.6 <br />625 <br />Ad'usted Values <br />1503 <br />196 <br />1.6 <br />625 <br />CF Size Facto <br />0.968 <br />Cd Duration <br />1.15 <br />1.15 <br />Cr Repetitive <br />1.00 <br />Ch Shear Stre.as <br />N/A <br />Cm Wet Use <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Cl Stability <br />1.0000 <br />Rb = 0.00 <br />Le = 0.00 Ft <br />—J <br />Uniform LL:163 Uniform I L: Uti -A <br />