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SeamChek v2012 <br />mstr bth hdr Date: 9/12/16 <br />Selection 4x 8 HF #2 Lu = 0.0 Ft <br />Conditions NDS 2005 <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adiustments <br />Loads <br />Min bearing Area K1= 3.4 in' Kz= 3.4 in, (1.5)• DL Ue#1= 0.08 in <br />Beam Span <br />5.0 ft <br />Beam Wt per ft <br />6.17 # <br />Reaction 1 TL <br />1390 # Reaction 2 TL 1390 # <br />Bm Wt Included <br />31 # <br />Maximum V <br />1390 # <br />Max Moment <br />1738 W <br />Max V (Reduced) <br />1054 # <br />TL Max Defl <br />L / 240 <br />TL Actual Deft <br />L / 740 <br />Section (ins) <br />Shear in <br />TL Defl in <br />30.66 <br />25.38 <br />0.08 <br />18.87 <br />10.54 <br />0,25 <br />OK <br />OK <br />OK <br />62% <br />42% <br />32% <br />Fb (psi) <br />Fv i) <br />E(psi x mil <br />Fc!(psi) <br />Reference Values <br />850 <br />150 <br />1.3 <br />405 <br />Adjusted Values <br />1105 <br />150 <br />1.3 <br />405 <br />CF Size Factor <br />1.300 <br />Cd Duration <br />1.00 <br />1,00 <br />Cr Repetitive <br />1.00 <br />Ch Shear Stress <br />NIA <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 />Uniform TL: 550 = A <br />Uniform Load A <br />R1 =1390 R2 =1390 <br />SPAN = 5 FT <br />Uniform and partial uniform loads are lbs per lineal ft. <br />