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0 <br />0 <br />BeamChek v2017licensed to: rad.design@hotmail.com Reg # 5234-65712 <br />Dagg floo <br />Date: 1 /16/19 <br />Selection W 10x 19 36 ksi Wide Flange Steel Lateral Support: Lc = 4.2 ft max. <br />Conditions Actual Size is 4 x 10-1/4 in. <br />Min Bearing Length R1= 0.8 in. R2= 0.8 in. (1.0) DL Defl= 0.47 in Recom Camber-- 0.71 in <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adiustments <br />Loads <br />Beam Span <br />18.5 ft <br />Reaction 1 LL <br />3006 # Reaction 2 LL 3006 # <br />Beam Wt per ft <br />19.0 # <br />Reaction 1 TL <br />7622 # Reaction 2 TL 7622 # <br />Bm Wt Included <br />352 # <br />Maximum V <br />7622 # <br />Max Moment <br />35252'# <br />Max V (Reduced) <br />N/A <br />TL Max Defl <br />L / 240 <br />TL Actual Defl <br />L / 286 <br />LL Max Defl <br />L / 360 <br />LL Actual Defl <br />L / 725 <br />Section (W) <br />Shear (W) <br />TL Defl (in) <br />LL Defl <br />18.80 <br />2.56 <br />0.78 <br />0.31 <br />17.80 <br />0.53 <br />0.93 <br />0.62 <br />OK <br />OK <br />OK <br />OK <br />95% <br />21% <br />84% <br />50% <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: 325 Uniform TL: 805 = A <br />Uniform Load A <br />0 <br />R1 = 7622 R2 = 7622 <br />SPAN =18.5FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />Wa <br />