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BeamChek v2018 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 <br />6531 CYPRESS STREET <br />ROOF FRAMING <br />TYPICAL HEADER <br />Date: 7/27/21 <br />Selection <br />4x 8 DF-L #2 <br />Lu = 0.0 Ft <br />Conditions NDS 2016 <br />Min Bearing Area <br />R1= 1.0 in2 <br />R2= 1.0 in (1.5) DL Defl= <O.Oi in. <br />Data <br />Beam Span <br />4.5 ft <br />Reaction 1 LL 394 # Reaction 2 LL 394 # <br />Beam Wt per ft <br />6.17 # <br />Reaction 1 TL 644 # Reaction 2 TL 644 # <br />Bm Wt Included <br />28 # <br />Maximum V 644 # <br />Max Moment <br />724# <br />Max V (Reduced) 471 # <br />TL Max Defl <br />L / 240 <br />TL Actual Defl L / > 1000 <br />LL Max Defl <br />L / 360 <br />LLActual Defl L / >1000 <br />Attdbyte <br />Section in <br />Shear in <br />TL Defl in <br />LL Defl <br />Actual <br />30.66 <br />25.38 <br />0.02 <br /><0.01 <br />Critical <br />6.46 <br />3.41 <br />0.23 <br />0.15 <br />Status <br />OK <br />OK <br />OK <br />OK <br />Ratio <br />21 % <br />13% <br />8% <br />6% <br />Values <br />Adjustments <br />Loads <br />Fb(psi) <br />Fv(psi) <br />E(psi x mil) <br />Fc -L(psi) <br />Reference Values <br />900 <br />180 <br />1.6 <br />625 <br />Adiusted Values <br />1346 <br />207 <br />1.6 <br />625 <br />CF Size Factor <br />1.300 <br />Cd Duration <br />1.15 <br />1.15 <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 />Uniform LL: 175 Uniform TL: 280 = A <br />Uniform Load A <br />R1 = 644 R2 = 644 _. <br />SPAN = 4.5 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />