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BeamChek v2018 licensed to: WOODWAY HOMES INC Reg,# 8101-1582 <br />GOOD HOUSE FLOOR BEAM <br />BASEMENT CENTER BEAM Date: 7/29/20 <br />Selection (4) 2x 8 DF-L #1 Lu = 0.0 Ft <br />Conditions NDS 2015 <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adiustrnents <br />Loads <br />iwin bearing Area HI= 3.4 1n2 R2= 3.4`in2 (1.5)`DL DO 0.06 in <br />Beam Span <br />9.0 ft <br />Reaction 1 LL <br />1710 # Reaction 2 LL 1710 # <br />Beam Wtper ft <br />0 # <br />Reaction 1 TL <br />2138 # Reaction 2 TL 2138 # <br />Brn Wt Included <br />0-# <br />Maximum V <br />2138 # <br />Max Moment <br />4809'# <br />Max V (Reduced) <br />1851 # <br />TL Max Deft <br />L / 240 <br />TL Actual Defl <br />L / 454 <br />LL Max Deft <br />L / 360 <br />LL Actual DOI <br />L / 625 <br />secuon>pns) _ <br />bhear ins) <br />TL Defl (in) <br />LL Defl <br />52.56 <br />43.50 <br />0.24 <br />0.17 <br />48.09 <br />1542 <br />0.45 <br />0.30 <br />OK <br />OK <br />OK <br />OK <br />91% <br />35% <br />53% <br />58% <br />i-a psl) <br />FV(psi) <br />E (psi x mil) <br />Fc I (si) <br />Reference Values <br />1000 <br />180 <br />1.7 <br />625 <br />Ad usted Values <br />1200 <br />180 <br />1.7 <br />625 <br />CF Size Factor <br />1.200 <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 />Unitorm LL: 380 Uniform TL: 475 = A <br />Uniform Load A <br />R12138 <br />R2 = 2138 <br />SPAN = 9 FT <br />Uniform and partial uniform loads are lbs per lineal ft. <br />Motes EXISTING BEAM IS (3) W. REQUIRED IS (4) 2x8 HF OR DF #1. <br />ADD 2x8 ALONG SIDE EXISTING 2x8s <br />