CONSOLIDATED STEEL CORPORATION 



MOMENTS OF RESISTANCE OF BETHLEHEM 



I-BEAMS 



IN FOOT POUNDS 



NEUTRAL AXIS PERPENDICULAR TO WEB AT CENTER 



R, R' and R" = Moments of resistance given in the tables. 

 M = R,R'orR": R,R'or R"=^WL: R,R'orR" ~ 



