Table of deflections as exhibited with equal weights on bars 
cast to be lin. square* and Aft. 6in. between the supports. 
No. of Ex- Weightin| Detection 
eriments. Names. lbs. iu inches. | Mean. 
1 Apedale. 550 1.115 : 
2 pt 350 | 1.098 rig tl gp 
3 Varies. 350 E 
4 ss 350 Z 
5 Monkland. 350 a 
6 ‘ 350 5 
7 Carroll. 350 ° 
8 * 250 3 
9 Windmill End. 350 EI 
10 " 330 a 
11 Low Moor. 850 2 
12 ‘> 350 4 
13 Butterley. 550 2 
14 se 350 = 
15 Beaufort. 350 g 
16 e 350 & 
17 Maestez. 350 I 
18 Fs 550 e 
19 Level. 350 e 
20 “ 350 s 
21 Old Park. 350 2 
22 =F 350 I 
23 Calder. 350 i 
24 3 350 = 
25 Clyde. 350 = 
26 a 350 = 
27 Eagle Foundry.| 350 = 
28 2 350 8 
29 Adelphi. 350 zg 
30 - 350 se 
31 Pontypool. 350 = 
32 +} 350 z 
33 Oldberry. 350 S 
34 i 350 5 
35 Pentwyn. 350 5 
36 3 350 5 
aye Gartsherrie. 350 PA 
33 a 350 4 
39 Dundayven. 350 z 
40 e 350 a 
4] Lays Works. 350 = 
42 ey 350 i 
43 Bute. 350 = 
44 3 350 a 
45 Brimbo. 350 re 
46 ¥ 350 2 
47 Ponkey. 350 
48 * 350 
49 Frool. 350 
50 # 350 
51 Lane End. 350 
52 
” 
* The bars usually measured somewhat more than 1 inch square, as will be seen 
from the experiments; the deflections therefore would have been a little greater 
than those shown above, if the bars had been exactly one inch square. 
P 
