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BeamChek v2017licensed to: J3 Architects LLC Reg # 5234-65730 <br />SULLIVAN DECK DECK FRAMING <br />Date: 12/12/19 <br />Selection PT 2x 12 HF #2 @ 16 in oc Lu = 0.0 Ft <br />Conditions NDS 2015, Repetitive Use, Incised <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adiustments <br />Loads <br />iAin tjearing Area K1= 'i.o m- Kz= 'i.c m- t 1.ol UL Uen= u.ur in <br />Beam Span <br />13.6 ft <br />Reaction 1 LL <br />644 # Reaction 2 LL 544 # <br />Beam Wt per ft <br />0 # <br />Reaction 1 TL <br />635 # Reaction 2 TL 635 # <br />Bm Wt Included <br />0 # <br />Maximum V <br />635 # <br />Max Moment <br />2158'# <br />Max V (Reduced) <br />547 # <br />TL Max Defl <br />L / 240 <br />TL Actual DO <br />L / 467 <br />LL Max Defl <br />L / 360 <br />LL Actual Defl <br />L / 583 <br />Section (in') <br />Shear (in') <br />TL Defl (in) <br />LL Defl <br />31.64 <br />16.88 <br />0.35 <br />0.28 <br />28.79 <br />5.95 <br />0.68 <br />0.45 <br />OK <br />OK <br />OK <br />OK <br />91% <br />35% <br />51% <br />62% <br />Fb(psi) <br />Fv(psi) <br />E(psi x mil <br />Fc I(psi) <br />Reference Values <br />850 <br />150 <br />1.3 <br />405 <br />Adjusted Values <br />899 <br />138 <br />1.2 <br />405 <br />CF Size Factor <br />1.000 <br />Cd Duration <br />1.15 <br />1.15 <br />Cr Repetitive <br />1.15 <br />Ch Shear Stress <br />N/A <br />Ci Incised <br />0.60 <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 LL: 80 Uniform TL: 93 = A <br />Uniform Load A <br />0 <br />R1 = 635 R2 = 635 <br />SPAN =13.6FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />?)19 <br />1 <br />