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SeamChek v2012 <br />I It <br />STAIR CLR STR Date: 9/12/16 <br />Selection IWO HF #1 Lu = 0.0 Ft <br />Con itions NDS 2005 <br />Data <br />Altdbute <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />A "ustm is <br />Loads <br />Min Bearing Area R1= 5.1 in` R1= 5.1 in` t1.5) UL. Ueii= u.zu in <br />Beam Span <br />9.0 ft <br />Beam Wt per ft <br />12.7 # <br />Reaction 4 TL <br />2082 # Reaction 2 TL 2082 # <br />Bm Wt Included <br />114 # <br />Maximum V <br />2082 # <br />Max Moment <br />4685 '# <br />Max V (Reduced) <br />1716 # <br />TL Max Defl <br />L / 240 <br />TL ActualDefl <br />L / 539 <br />Section W <br />Shear in <br />TL Defl in <br />82.73 <br />52.25 <br />0.20 <br />53.54 <br />18.38 <br />0.45 <br />OK <br />OK <br />OK <br />650/0 <br />35% <br />44% <br />Fb (psi) <br />Fv (psi) <br />E (psi x mil) <br />Fc! (psi) <br />Reference Values <br />1050 <br />140 <br />1.3 <br />405 <br />Adjusted Values <br />1050 <br />140 <br />1.3 <br />405 <br />CF Size Factor <br />1,000 <br />Cd Duration <br />1.00 <br />1.00 <br />Cr Repetitive <br />1.00 <br />Ch Shear Stress <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 />Uniform TL: 450 = A <br />Uniform Load A <br />R1 = 2082 R2 = 2082 <br />SPAN = 9 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />