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BeamChek v2017licensed to: rad.design@hotmail.com Reg # 5234-65712 <br />Dagg Back Porch cross Beam <br />Date: 1 /16/19 <br />Selection 5-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu = 0.0 Ft <br />Conditions NDS 2015 <br />Min Bearing Area R1= 1.8 in2 R2= 1.8 in (1.5) DL Defl= 0.47 in Recom Camber= 0.70 in <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adjustments <br />Beam Span <br />20.0 ft <br />Reaction 1 LL <br />625 # Reaction 2 LL 625 # <br />Beam Wt per ft <br />13.08 # <br />Reaction 1 TL <br />1159 # Reaction 2 TL 1159 # <br />Bm Wt Included <br />262 # <br />Maximum V <br />1159 # <br />Max Moment <br />10934 '# <br />Max V (Reduced) <br />1147 # <br />TL Max Defl <br />L / 240 <br />TL Actual Defl <br />L / 277 <br />LL Max Defl <br />L / 360 <br />LL Actual Defl <br />L / 599 <br />Section (W) <br />Shear (in2) <br />TL Defl (in) <br />LL Defl <br />94.17 <br />53.81 <br />0.87 <br />0.40 <br />54.67 <br />7.17 <br />1.00 <br />0.67 <br />OK <br />OK <br />OK <br />OK <br />58% <br />13% <br />87% <br />60% <br />Fb (psi) <br />Fv (psi) <br />E (psi x mil) <br />Fc L (psi) <br />Reference Values <br />2400 <br />240 <br />1.8 <br />650 <br />Adjusted Values <br />2400 <br />240 <br />1.8 <br />650 <br />Cv Volume <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 />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 />Loads <br />Point LL Point TL Distance <br />1250 B = 2056 10.0 <br />Pt loads: <br />0 0 <br />R1 = 1159 R2 = 1159 <br />SPAN = 20 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />