MAXIMUM BENDING MOMENTS IN PRATT TRUSSES. 



171 



TABLE IX. 

 MAXIMUM BENDING MOMENTS IN PRATT TRUSS BRIDGES FOR COOPER'S 50 LOADING. 



&MDIN6 MOMENT5 FOR THROUGH SPANS 



COOPER'S E-50 LOADING 



Moments //? Thousands of Foot- Pounds for 

 One Rail- 



