[BovEY] STRESSES IN BEAMS LOADED TRANSVERSELY 




SERIES III. 
2,380 lbs. 2,760 Ibs. 4,140 lbs. 5,520 lbs. 6,900 lbs. 
— 274 — 559 — 836 — 1090 — 1333 
— 117 — 248 — 389 — 525 — 662 
ar 7 ae 17 ae KD + 16 mle 
+ 145 + 289 + 424 + 575 +) 720 
+ 307 + 610 + 903 + 1176 + 1451 



By plotting the above results, diagram XX. was obtained. 
TABLE GF MAxIMUM BENDING MOMENTS AND DEFLECTIONS, 




Load in Ibs. Max. Bending Mo- Deflections in 
ment in in. lbs. inches. 
2380 35880 004 
2760 71760 -007 
4140 107640 -010 
5520 143520 -012 
6900 179400 "014 


