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CO&OF-ootf <br />� ,jm>1(tf I)AS1 <br />BeamChelk v2005 licensedto: PLAD Design eg O <br />Date: 7/05/06 <br />Selection 5-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu - 0.0 Ft <br />Conditions <br />Min Bearing Area R1= 2.7 in2R2- 2.7 inr DL Dell 0.10 In Suggested Camber 0.15 in <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Beam Span <br />14.0 ft <br />Reaction 1 LL <br />1050 # Reaction 2 LL 1050 # <br />Beam Wt per ft <br />13.08 # <br />Reaction I TL <br />1772 # Reaction 2 TL 1772 # <br />Bm Wt Included <br />183 # <br />Maximum V <br />1772 # <br />Max Moment <br />62001 <br />Max V (Reduced) <br />1550 # <br />TL Max Defl <br />L / 240 <br />TL Actual Defl <br />L / 685 <br />LL Max Defl <br />L / 360 <br />LL Actual Defl L / > 1000 <br />Section (in') <br />Shea, (in') <br />TL Defl (in) <br />LL Dell <br />31.00 9.69 0.70 0.47 <br />OK OK OK OK <br />33% 18% 35% 31 % <br />Base Adjusted <br />Adjustments Cv Volume <br />Cd Duration <br />Cr Repetitive <br />Ch Shear Stress <br />Cm Wet Use <br />Loads <br />Fla (psi) <br />2400 <br />2400 <br />1.000 <br />1.00 <br />1.00 <br />Fv (psi) E (psi x mil) Fc I (psi) <br />no <br />N/A <br />1.00 1.00 <br />1000 Rb - 0.00 <br />1.8 650 <br />1.00 1.00 <br />Le = 0.00 Ft Kbe = 0.0 <br />R RIiE1►=111711 7s ulr11 RWZ.DM <br />Uniform Load A <br />0 <br />R1 = 1772 R2 - 1772 <br />SPAN = 14 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />