MAXIMUM SHEARS, MOMENTS AND FLOORBEAM REACTIONS. 165 



r^4 + 



5i255 thousand ft.-lb. Then the reaction, R 



- RX 6/5 



-197.1 thousand Ib. For E 60, 

 cluvks the value in Table III. 



40 



197.1 X 6/5 



= M x 3/8 



x 3/8 



236.5 thousand Ib., which 



TABLE IV. 



MAXIMUM END SHEARS, QUARTER-POINT SHEARS, CENTER SHEARS; MAXIMUM MOMENTS, AND 

 FLOORBEAM REACTIONS FOR GIRDERS. 



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



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

 Pounds. 



Results for One Rail. Results from Special Loading marked*. 





