[BovEY ] 
SERIES I. 
LoADS CONCENTRATED AT 15-IN CENTRES. 
STRESSES IN BEAMS LOADED TRANSVERSELY 




535 lbs. 
1,070 lbs. 
1,605 lbs. 
2,140 lbs. 
+ + + 
+ + + 
bi 
ist) 
Qt 

+ + + 
_ 
~] 
co 
2,675 lbs. 
— 475 
+ + + 
bo 
bo 
© 
By plotting the above results, diagram XV. was obtained. 
TABLE OF MAXIMUM BENDING MOMENTS AND DEFLECTIONS. 



Max. Bending Mo- 


Deflections in 


Load in lbs. 
ment in in.-lbs. inches. 
535 13138 “001 
1070 26276 “002 
1605 39414 “003 
2140 52552 “004 
2675 65690 “005 
SERIES II. 
1,070 lbs. 2,140 lbs. 3,210 lbs. 4,280 Ibs. 5,350 lbs. 
— 190 — 387 — 581 — 711 — 946 
"84 — 172 — 272 — 369 — 460 
6 ~ 2 1 1 0 
86 + 183 275 365 464 
196 + 406 602 797 982 

By plotting the above results, diagram XVI. was obtained. 
Sec. III., 1902. 2. 
