24 
ROYAL SOCIETY OF CANADA 




SERIES III. 
1,335 Ibs. 2,670 lbs. 4,050 lbs. 5,340 Ibs. 6,675 lbs. 
— 274 — 553 — 836 — 1078 — 1325 
— 116 — 244 — 381 — 514 — 645 
10 17 Salo dE) 74 20 
146 288 + 431 + 578 + 723 
305 613 + 897 + 1167 + 1445 

By plotting the above results, diagram XXIII. was obtained. 
TABLE OF MAXIMUM BENDING MOMENTS AND DEFLECTIONS. 

Max. Bending Mo- 


Load in lbs. 
ment in in.-lbs. 
1335 36045 
2670 72090 
4050 108135 
5340 144180 
6675 180225 
SERIES IV. 
1,665 lbs 3,330 lbs 4,895 lbs. 6,660 lbs. 
— 340 — 683 — 997 — 1285 
— 166 — 314 — 493 — 645 
a 9 21 + 30 47 
197 374 + 570 733 
389 732 + 1002 + 1294 


Deflections in 

inches. 
004 
‘007 
“009 
‘018 
‘016 
8,325 lbs. 
— 1573 
— 778 
+ 58 
+ 893 
+ 1594 

By plotting the above results, diagram XXIV. was obtained, but 
only one series of observations was made in this case. 
