[Bovey] STRESSES IN BEAMS LOADED TRANSVERSELY 
TABLE OF MAXIMUM BENDING MOMENTS AND DEFLECTIONS, 



Tegadiin lbs: Max. Bending Mo- Deflections in 
ment in in.-lbs. inches. 
1730 44980 “011 
3460 88960 "021 
5190 134940 "032 
6920 179920 043 
8650 224900 "054 



LoaAps CONCENTRATED AT 6 IN. CENTRES. 



1,665 lbs 3,330 lbs. 4,995 lbs. 6,660 Ibs. 8,325 lbs. 
— 1050 — 1924 — 2775 se — 4385 
— 594 Se | aa — 2149 — 2637 
— 290 — 548 — 795 — 1038 — 1271 
EL AB AMP RD: + 119 + 165 
ST + 641 + 964 + 1289 + 1605 
+ 627 + 1235 + 1846 + 2423 + 2965 
+ 92 + 1777 + 2612 + 3413 + 4177 





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


Max. Bending Mo- 
Deflections in 

Load in lbs. 
ment in in.-lbs. inches. 
1665 44955 “O11 
3330 89910 ‘021 
4995 134865 ‘031 
6660 179820 .042 
8325 224775 "053 



