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BeamChek v2018licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 <br />6531 CYPRUS STREET DECK FRAMING <br />B2 Date: 9/22/21 <br />Selection PT6x12 HF#2 Lu=0.0F't <br />Conditions NDS 2015, Incised <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adiustmenfs <br />Loads <br />Min hearing Area Ki= 3.1 in- K2= 3.1 in- t1.0i uu uen= u.us in <br />Beam Span <br />11.0 ft <br />Reaction 1 LL <br />990 # Reaction 2 LL 990 # <br />Beam Wt per ft <br />15.37 # <br />Reaction 1 TL <br />1240 # Reaction 2 TL 1240 # <br />Bm Wt Included <br />169 # <br />Maximum V <br />1240 # <br />Max Moment <br />3409'# <br />Max V (Reduced) <br />1024 # <br />TL Max Deft <br />L / 240 <br />TL Actual Defl <br />L / >1000 <br />LL Max Defl <br />L / 360 <br />LL Actual Defl <br />L / >1000 <br />Section Ina <br />Shear inz <br />TL Defl in <br />LL Defl <br />121.23 <br />63.25 <br />0.11 <br />0.08 <br />75.75 <br />13.71 <br />0.55 <br />0.37 <br />OK <br />OK <br />OK <br />OK <br />62% <br />22% <br />20% <br />22% <br />Fb (psi) <br />Fv(psi) <br />E(psi x mil <br />Fc-1 (psi) <br />Reference Values <br />675 <br />140 <br />1.1 <br />405 <br />Adiusted Values <br />540 <br />112 <br />1.0 <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 />Ci 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 LL:180 Uniform TL:210 =A <br />Uniform Load A <br />R1 = 1240 R2 = 1240 <br />SPAN = 11 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />