PIVOT YOKES---15-POUNDER GUN MOUNTS
124
No. 7267.
Marks, ¿pyi5 Diameter, ".505.
Sectional area, .20 square inch. Gauged length, 2".
Applied loads per square inch.	Elongation per inch.	Successive elongation per inch.	Permanent set.	Successive permanent set.	Remarks.
Pounds. 1,000 5,000 10,000 20,000 30.000 35.000 36.000 37.000 38.000 39.000 40.000 73,700	Inch. 0. .00010 .00025 . 00060 .00100 .00130 . 01050 . OHIO .01175 .01265 . 01350	Inch. 0. .00010 .00015 .00035 .00040 .00030 . 00920 . 00060 . 00065 .00090 . 00085	Inch. 0. 0.	Inch. 0. o. •	Initial load. Elastic limit. Tensile strength.
	1 .				
General summary.
......................pounds.. 73,700
.........................do... 35,000
................inch.. .1800
................do... .00130
........................do...	.055
.............................. 20.5
....................... ".9 from neck
granular 80 per cent, silky 20 per cent
*19.״ ,17.״ .........................
Tensile strength per square inch of original section...
Elastic limit per square inch of original section......
Elongation per inch after rupture.....:־•.*-־;.........
Elongation per inch under strain at elastic limit......
Reduction in diameter at point of rupture..............
Reduction in area after rupture, per cent of original section.
Position of rupture....................................
Character of broken surface............................
Elongation of inch sections............................
No. 7229.
Marks, pyi5 Diameter, ".505.
Sectional area, . 20 square inch. Gauged length, 2".
Remarks.
Initial load.
Elastic limit.
Tensile strength.
Permanent set.	Successive permanent set.
Incji. 0. 0.	Inch. 0. 0.
	
	
	
	
	
	
	
	
	
	
	
Successive elongation per inch.
Inch.
0.
.00015 . 00020 .00035 .00045 .00010 .00010 . 00705 .00070 . 00090 .00095 .00095
Elongation per inch.
Inch.
0.
.00015 .00035 .00070 .00115 .00125 .00135 .00840 .00910 .01000 .01095 .01190
Applied loads per square inch.
Pounds. 1,000 5,000 10,000 20,000
30.000
32.000
33.000
34.000
35.000
36.000
37.000
38.000 72,500
General summary.
...............pounds.. 72,500
........................do... 33,000
.................inch.. .2000
.........................do... .00135
..................do...	. 055
.............................. 20.5
....................... 90.״ from neck
granular 85 per cent, silky 15 per cent
*23.״,17.״ ............................
Tensile strength per square inch of original section.......
Elastic limit per square inch of original section.......
Elongation per inch after rupture.......................
Elongation per inch under strain at elastic limit.......
Reduction in diameter at point of rupture.......	—... - • •
Reduction in area after rupture, per cent of original section
Position of rupture.....................................
Character of broken surface.............................
Elongation of inch sections.............................