[BovEY } STRESSES IN BEAMS LOADED TRANSVERSELY 
TABLE OF MAXIMUM BENDING MOMENTS AND DEFLECTIONS. 
23 


Max. Bending Mo- 
Deflections in 




Load in lbs. 
ment in in. lbs. inches. 
445 12015 “001 
590 24030 ‘002 
1335 36045 ‘003 
1780 48060 ‘004 
2225 60075 ‘005 
SERIES II. 
890 lbs. 1,780 lbs. 2,670 lbs. 3,560 lbs. 4,450 lbs. 
— 182 — 365 — 556 — 743 — 917 
— 7 — 151 — 239 — 331 — 419 
+ 7 cane Le + 21 + 19 + 24 
+ 94 + 97 + 291 + 383 + 480 
+ 201 + 415 + 612 + 806 + 992 

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




Load in lbs. Max. Bending Mo- 
ment in in.-lbs. 
890 24030 
1780 48060 
2670 72090 
3560 96120 
4450 120150 
Deflections in 
inches. 
-003 

