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



ee in lbs. Max. Bending Mo- Deflections in 
ment in in.-lbs. inches. 
3000 45000 ‘O11 
6000 90000 “024 
9000 135000 038 
: 12000 180000 ‘051 
15000 225000 063 



LOADS CONCENTRATED AT 20-IN. CENTRES. 



2,250 lbs. 4,500 lbs. 6,750 lbs. 9,000 Ibs. 11,250 lbs. 
= to — 1582 — 2384 — 3208 — 4075 
— 645 — 1265 — 1860 — 2452 — 3027 
— 337 — 679 — 1014 — 1350 — 1671 
— “10 — 38 Oo — 100 — 133 
306 597 + 887 + 1172 + 1452 
637 se 1457) + 1570 + 2475 + 3068 
942 + 1840 + 2664 + 3404 + 4268 





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


Load in lbs. 
Max. Bending Mc- 
Deflections in 

ment in in.-lbs. inches. 
2250 45000 013 
4500 90000 ‘015 
. 6750 135000 ‘017 
9000 180000 ‘019 
11250 225000 021 


