MAXIMUM MOMENTS, SHEARS AND FLOORBEAM REACTIONS. 163 



TABLE III. 



MAXIMUM MOMENTS, M; END SHEARS, S; AND FLOORBEAM REACTIONS, R; PER RAIL, FOR 



GIRDERS. 



Cooper's E6o Loading (A. R. E. A.). 



Loading Two E 60 Engines and Train Load of 6,000 Pounds per Foot or Special Loading 

 Two 75,000 Pound Axle Loads 7 Ft. C. to C. 



Moments in Thousands of Foot-Pounds. Shears and Floorbeam Reactions in Thousands of 

 Pounds. 



Results for One Rail. Results from Special Loading marked*. A. R. E. A. Impact Formula. 



