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0 <br />BeamChek v2017licensed to: rad.design@hotmaii.com Reg # 5234-65712 <br />Dag <br />Basement floor bm <br />Date: 1116/19 <br />Selection <br />W 14x 22 36 ksi Wide Flange Steel <br />Lateral Support: Lc <br />Conditions <br />Actual Size is 5 x <br />13-3/4 in. <br />Min Bearing Length <br />R1= 0.9 in. <br />R2= 0.9 in. (1.0) DL Defl= <br />0.31 in Recom Camber= 0.46 in <br />Data <br />Beam Span <br />26.0 ft <br />Reaction 1 LL <br />5200 # <br />Reaction 2 LL 5200 # <br />Beam Wt per ft <br />22.0 # <br />Reaction 1 TL <br />7436 # <br />Reaction 2 TL 7436 # <br />Bm Wt Included <br />572 # <br />Maximum V <br />7436 # <br />Max Moment <br />48334'# <br />Max V (Reduced) <br />N/A <br />TL Max Defl <br />L / 240 <br />TL Actual Defl <br />L / 307 <br />LL Max Defl <br />L / 360 <br />LL Actual Defl <br />L / 438 <br />Attributes <br />Section (in3) <br />Shear (in2) <br />TL Defl (in) <br />LL Defl <br />Actual <br />29.00 <br />3.16 <br />1.02 <br />0.71 <br />Critical <br />24.41 <br />0.52 <br />1.30 <br />0.87 <br />Status <br />OK <br />OK <br />OK <br />OK <br />Ratio <br />84% <br />16% <br />78% <br />82% <br />Values <br />Adiustments <br />Loads <br />Fb (psi) <br />Fv (psi) E (psi x mil) <br />Ref. Value Fy 36000 <br />Adjusted Values 23760 <br />36000 29.0 <br />14400 29.0 <br />YP Factor, Lc 0.66 <br />0.40 <br />Uniform LL: 400 Uniform TL: 550 = A <br />Uniform Load A <br />0 0 <br />R1 = 7436 R2 =7436 <br />SPAN =26FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />� 2�12 <br />