[BovEY ] STRESSES IN BEAMS LOADED TRANSVERSELY 

SERIES III. 


15 

1,800 Ibs. 3,600 Ibs. 5,400 bs. 7,200 lbs. 9,000 Ibs. 
— 279 — 566 — 851 — 1132 — 1406 
— 126 — 254 — 383 — 512 — 638 
+ 2 10 + 16 + 24 + 32 
143 296 + 445 + 596 + TAT 
+ 299 + 603 + 889 + 1175 + 1453 





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













Mendiin Ibe. Max. Bending Mo- Deflections in 
y ment in in.-lbs. inches. 
1800 36000 003 
3600 72000 “006 
5400 108000 “009 
7200 144000 012 
9000 180000 “015 
SERIES IV. 
2,400 lbs. 4,800 lbs. 7,200 lbs. 9,600 lbs. 12,000 lbs. 
— 381 — 761 — 1116 -- 1447 — 1781 
— 168 — 361 — 549 — 742 — 919 
+ 9 + 3 + 8 + 6 + 10 
+ 190 + 3869 + 572 titi + 969 
+ 406 + 80 + 1178 154 + 1906 





By plotting the above results, diagram XIV, was obtained. 
