STEEL EYEBARS.
412
No. 11398.
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Riveted Splice Bars. ÇFracture.
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16'О" ^ Rivets, 4"pitch.	Jiotes "94 dicati.
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Gross sectional area, 3.622 square inches. Gauged length, 160".
Splice bars, 4" wide by f" thick each.
Applied loads per	In gauged length.		Remarks.
square inch.	Elongation	Set.	
Pounds. 1,000 5.000 5.000 6.000	Inches. 0. .0164 .0163 .0207	Inch. 0. .0020 .0024	Initial load. Observation repeated.
7,000	.0254		
8,000	.0300		
9,000	.0349		
10,000 11,000	.0394 .0446	.0036	
12,000	.0494		
13,000	.0543		
14, 000	.0591		
15.000 16.000	.0637 .0689	.0056	
17,000	.0739		
18, 000	.0788		
19, 000	.0842		
20, 000 21, 000	.0890 .0945	.0079	
. 22,000	.0998		
23, 000	.1047		
24, 000	.1104		
25,	000 26,	000	.1164 . 1255	.0129	
27, 000	.1600		
28, 000	. 1940		
29, 000	.2185		
30.000 30, 000 31.000	.3250 . 3895 .630£>	.2038 .2529	Observation repeated. Scaling opposite end rivets and generally along the bar.
32,000	1.30		
33,000	2.06		
34,000	2.22		
35,000	2.40		
36, 000	2.59		
37,000	2.84		
38, 000	3.07		
39,000	3.36		
40,000	3.63		
41,000	3.97		Elongation of 10'׳ sections measured. Elongation of 10" sections measured. Tensile strength. = 3.6 per cent.
1,000			
45,640			
0	5.81		
	1		
Elongation of pin holes, A ".41, B ".22.
Elongation of 10-inch sections, ".46, .43, .43, .43, .46, .80*, .02, .01. .11, .02, .44, .44, .45, .45, .44, .42.	’
Area at fracture 2", 70 net width by ".73 = 1.97 square inches. Contraction of area, 45.6 per cent.
Fractured across first rivet hole, end A.
Appearance, silky.