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0 0 <br />BeamChek v2018licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 <br />6531 CYPRUS STREET UPPER FLOOR FRAMING <br />H2 (PER ASCE 12.3.3.3) Date: 9/22/21 <br />Selection 3-1/8x 18 GLB 24F-V4 DF/DF Lu = 0.0 Ft <br />Condition NDS 2015 <br />Min Bearing Area R1= 9.2 W R2= 9.2 in' (1.5) DL Defl= 0.40 in Recom Camber= 0.60 in <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adiustments <br />Beam Span <br />16.5 ft <br />Reaction 1 LL <br />2764 # Reaction 2 LL 2764 # <br />Beam Wt per ft <br />13.67 # <br />Reaction 1 TL <br />5977 # Reaction 2 TL 5977 # <br />Bm Wt Included <br />226 # <br />Maximum V <br />5977 # <br />Max Moment <br />24847'# <br />Max V (Reduced) <br />5169 # <br />TL Max Defl <br />L / 240 <br />TLActual Defl <br />L / 327 <br />LL Max Defl <br />L / 360 <br />LL Actual Defl <br />L / 958 <br />Section in3 <br />Shear Qns <br />TL Defl Qnj <br />LL Defl <br />168.75 <br />66.25 <br />0.61 <br />0.21 <br />77.65 <br />20.19 <br />0.83 <br />0.55 <br />OK <br />OK <br />OK <br />OK <br />46% <br />36% <br />73% <br />38% <br />Fb(psi) <br />Fv(psi) <br />E(psi x mil <br />Fc(psi) <br />Reference Values <br />2400 <br />240 <br />1.8 <br />650 <br />Adiusted Values <br />3840 <br />384 <br />1.8 <br />650 <br />Cv Volume <br />1.000 <br />Cd Duration <br />1.60 <br />1.60 <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 />Lads Uniform LL 260 Uniform TL: 325 = A <br />Point TL Distance Par Unif, LL Par Unif TL Start End <br />B = 1533 4.25 75 H = 120 0 16.5 <br />C = 1533 12.25 1 = 80 0 16.5 <br />I <br />H <br />Uniform Load A <br />Pt loads: <br />R 1 = 5977 R2 = 5977 <br />SPAN =16.5FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />