CONSOLIDATED STEEL CORPORATION 



47 



MOMENTS OF RESISTANCE OF BETHLEHEM 



I-BEAMS 



IN KILOGRAM METERS 

 Neutral Axis Perpendicular to Web at Center 



M, Hi, 

 M=R, 

 HWL. 



or R 3 = Moments of resistance given in the tables. 

 , R 2 orR 3 ; R, Ri, R 2 orR 3 = ^WL; R, Ri, R 2 or 



= ^ PL + 



