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0 <br />BeamChekv2Ol7licensedto:rad.design@hotmaii.com Reg # 5234-65712 <br />Dagg living header <br />Date: 1 /17/19 <br />Selection 3-1/8x 9 GLB 16F-V2 HF/HF Lu = 0.0 Ft <br />Conditions NDS 2015 <br />Min Bearing Area R1= 5.2 in2 R2= 5.2 in (1.5) DL Defl= 0.13 in Recom Camber= 0.19 in <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adiustments <br />Loads <br />Beam Span <br />8.0 ft <br />Reaction 1 LL <br />1600 # Reaction 2 LL 1600 # <br />Beam Wt per ft <br />6.83 # <br />Reaction 1 TL <br />2587 # Reaction 2 TL 2587 # <br />Bm Wt Included <br />55 # <br />Maximum V <br />2587 # <br />Max Moment <br />5175'# <br />Max V (Reduced) <br />2102 # <br />TL Max Defl <br />L / 240 <br />TLActual Defl <br />L / 360 <br />LL Max Defl <br />L / 360 <br />LL Actual Defl <br />L / 693 <br />Section (W) <br />Shear (in2) <br />TL Defl (in) <br />LL Defl <br />42.19 <br />28.13 <br />0.27 <br />0.14 <br />38.81 <br />16.17 <br />0.40 <br />0.27 <br />OK <br />OK <br />OK <br />OK <br />92% <br />57% <br />67% <br />52% <br />ro (ps9 <br />ry kpsil <br />t kpsi x mul <br />rc L <br />Reference Values <br />1600 <br />195 <br />1.4 <br />500 <br />Adjusted Values <br />1600 <br />195 <br />1.4 <br />500 <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 />Uniform LL: 400 Uniform TL: 640 = A <br />Uniform Load A <br />0 0 <br />R1 = 2587 R2 = 2587 <br />SPAN =8FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />