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BeamChek v2017licensed to: J3 Architects LLC Reg # 5234-65730 2 <br />SULLIVAN DECK DECK BEAMS <br />Date: 12/12/19 <br />Selection PT 6x 12 DF-L #1 Lu = 0.0 Ft <br />Conditions NDS 2015, Incised <br />0 <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adiustments <br />Loads <br />ivun e+eanng Area m i= oa in- mz= o.o m- t 1.0l uu uen= u.ua in <br />Beam Span <br />13.1 ft <br />Reaction 1 LL <br />2751 # Reaction 2 LL 2751 # <br />Beam Wt per ft <br />16.37 # <br />Reaction 1 TL <br />3310 # Reaction 2 TL 3310 # <br />Bm Wt Included <br />201 # <br />Maximum V <br />3310 # <br />Max Moment <br />10841 W <br />Max V (Reduced) <br />2826 # <br />TL Max Defl <br />L / 240 <br />TLActual DO <br />L / 459 <br />LL Max DO <br />L / 360 <br />LL Actual Defl <br />L / 599 <br />Section (in3) <br />Shear (in') <br />TL Defl (in) <br />LL Defl <br />121.23 <br />63.25 <br />0.34 <br />0.26 <br />104.74 <br />27.10 <br />0.66 <br />0.44 <br />OK <br />OK <br />OK <br />OK <br />86% <br />43% <br />52% <br />60% <br />Fb(psi) <br />Fv(psi) <br />E(psi x mil <br />Fc I(psi) <br />Reference Values <br />1350 <br />170 <br />1.6 <br />625 <br />Adjusted Values <br />1242 <br />156 <br />1.5 <br />625 <br />CF Size Factor <br />1.000 <br />Cd Duration <br />1.15 <br />1.15 <br />Cr Repetitive <br />1.00 <br />Ch Shear Stress <br />N/A <br />Cl Incised <br />0.80 <br />0.80 <br />0.95 <br />1.00 <br />Cl Stability <br />1.0000 <br />Rb = 0.00 <br />Le = 0.00 Ft <br />Uniform ILL: 420 Uniform TL: 490 =A <br />Uniform Load A <br />0 0 <br />R1 = 3310 R2 = 3310 <br />SPAN = 13.1 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />14I, <br />