Laserfiche WebLink
� <br />BeamChek <br />Design Lines, Inc. <br />(425)353-0531 <br />,a �„� ne�:,,.. � ;.,o� <br />Inc. <br />BARKER <br />OUTSIDE BEAM Prepared by: DT Date: 1/10/13 <br />Selection (2) 2x 6 HF #2 Lu = 0.0 Ft <br />Conditions NDS 2005 <br />Min Oearing Area R1= 1.?_ in' R2= 12 i� (1.5) DL Deil= 0.07 in <br />Dafa Beam Span 7.2 ft Reaction 1 LL 324 # Reaction 2 LL <br />Beam Wt per R 4.01 # Reaclion 1 TL 468 # Reaction 2 TL <br />Bm W[ Included 29 # Maximum V 468 # <br />Max d/loment 642'# Max V(Reduced) 408 # <br />TL Max Defl L/ 240 TL Actual Defl l/ 516 <br />LL Max Defl L/ 360 LL Actual Defl L/ B60 <br />Aftributes Section in' Shear in� TL De9 in LL Defl <br />Actuai 15.13 16.50 0.17 0.10 <br />Critical 7.96 3.55 0.36 0.24 <br />Status OK OK OK OK <br />Ratio 53% 22°k 47% 42% <br />Fb ( si Fv (psi) E(psi x miq Fc I(psl <br />V21ues Reference Values 850 � 150 1.3 405 <br />Ad'usted Values <br />Adiusfinents CF Size Factor <br />Cd Duration <br />Cr Repetitive <br />Ch Shear Stress <br />Cm Wet Use <br />CI Stability <br />Loads <br />1271 173 1.3 405 <br />1.300 <br />1.15 1.15 <br />1.00 <br />N/A <br />1.00 1.00 7.00 1.00 <br />1.0000 Rb = 0.00 Le = 0.00 Ft <br />Uniform LL: 9D <br />Uniform TI� 726 = A <br />324 # <br />468 # <br />�/ <br />