[BOVEY ] STRESSES IN BEAMS LOADED TRANSVERSELY 11 
TABLE OF MAXIMUM BENDING MOMENTS AND DEFLECTIONS. 



Load in lbs. Max. Bending Mo- Defiections in 
ment in in. lbs. inches. 
1600 24000 -002 
3200 48000 004 
4800 72000 007 
6400 % 96000 -0085 
8000 120000 011 



SERIES III. 




2,400 lbs. 4,800 lbs. 7,200 lbs. 8,60 lbs. 12,000 lbs. 
— 272 — 559 — 840 — 1120 — 1383 
— 119 — 242 — 368 — 493 — 616 
+ 8 + 17 += 26 + 37 qe ay 
145 297 + 447 + 602 ae TST 
+ 304 + 605 sta + 1176 + 1440 






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




Load in lbs. Max. Bending Mo- | Deflections in 
ment in in.-lbs. inches. 
2400 36000 -003 
4800 22000 -006 
7200 108000 “010 
9600 144000 014 
120000 180000 ‘017 




ass © 
Yi» X2 

