ROYAL SOCIETY OF CANADA 



SERIES IV. 
3,200 Ibs. 6,400 Ibs. 9,600 lbs. 12,800 Ibs. 16,000 Ibs. 
— 387 — 763 — 1116 — 1438 — 1767 
— 172 | —" 360 — 545 — 724 — 900 
aa 8 oo 2 + 13 + 15 35 
+ 184 + 370 + 578 780 990 
+ 398 + 795 + 1177 + 1551 + 1913 






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



Load in lbs. 

3200 
6400 
9600 
12800 
16000 



Max. Bending Mo- Deflections in 
ment in in.-lbs. inches. 
48000 ‘004 
96000 ‘009 
144000 ‘013 
192000 ‘018 
240000 028 


