Table XXXIV. Recent Tests Of Irons And Steels

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This section is from the book "Safe Building", by Louis De Coppet Berg. Also available from Amazon: Code Check: An Illustrated Guide to Building a Safe House.

Table XXXIV. Recent Tests Of Irons And Steels


Material.	Remarks.				Per Cent, of			Modulus of Elasticity, in pounds-inch, for			Tension, in pounds, per square inch.		Compression, in pounds, per square inch.		Ultimate of Rupture, per square inch k,	Ultimate Shearing stress, per square inch. g=across grain. g1=along grain.	Per Cent of Elogation.	Per Cent. of Contraction of Area.	Number of teats averaged	Authority
Material.	Remarks.				Carbon.	Silicon.	Manganese	Tension.	Compression.	Cross-Breaking.	Elastic Limit.	Ultimate Stress, t.	Elastic Limit.	Ultimate Stress, c.	Ultimate of Rupture, per square inch k,		Per Cent of Elogation.	Per Cent. of Contraction of Area.	Number of teats averaged	Authority
Wrought Iron.	Different English Irons.				..	..	..	28560000	28985000	..	28500	56000	27000	..	..	..	7,01 to 17,87	5,9 to 51,4	12	EnglihsCommittee
	"	German		" .	TESTED IN SIX DIFFERENT DIRECTIONS ACROSS AND ALONG THE GRAIN.											g=34to45000	..	..	.	Bausehinger
	"	German		" .												g=15to22000	..	..	.	Bausehinger
	American Tie Rod 3 1/4 d.				..	..	..	..	..	..	22865	38085	..	..	..	..	2,4	2,2	2	Watortown Arsenal
	"	"	4/5d		..	..	..	..	..	..	32716	64416	..	..	..	..	21,0	42,1	3
Wrought Steel.	10' Channel .....				..	..	..	..	..	..	44650	78675	36235	41890	..	..	23,6	48,8	2
	1/2' Rolled Plate.....				0,14	..	..	32000000	38250000		42000	63000	39500	..	..	g =18600	21,8	49,2	12	Bauschinger
	"	" ...			0,51	..	..	31450000	32500000	..	46400	80000	46000	..	..	g=57000	14,3	85,1
	"	" ...			0,78	..	..	33550000	32450000	..	53200	92000	53000	..	..	g = 59000	11,4	19,1
	"	" ...			0,96	..	..	30900000	32700000	..	69000	118000	71000	..	..	g=83000	6,6	10,0
Cast, Crucible and Bessember English Steels	Mean of 27 samples..				..	..	..	29300000	30000000	..	47600	88800	47000	..	..	..	0,89	1,30	27	English Steel Committee
	Lowest (Bessemer)				..	..	..	28400000	29100000	..	85840	74000	33600	..	..	..	to	to
	Highest (Cast)....				..	..	..	29900000	31500000	..	60480	122600	60480	..	..	..	13,61	48,7
American Steel.	Tubes for Killed Cannon				..	..	..	..	..	..	32to52000	58 to 91000	46to54000	83 to 104000	..	..	4,7 to 30	11,8 to 59,3	206	Watertown Arsenal
American Steel.	8" Rifled Cannon....				..	..	..	..	..	..	30 to67000	74 to 115000	..	..	..	..	5,8 to 31	0 to 57	52
Steel Wire.	Am. tinned wr. for Can'n				..	..	..	..	..	..		160 to 18100	..	..	..	..	..	8,4 to 21,8	19
Steel Wire.	foreign wire		"	"	..	..	..	..	..	..		264 to 329680	..	..	..	..	..	12,2 to 23,6	9
Cast Steels.	Cast Steel, Open-Health				0,55	0,13	0,96 & 0,029% of photphorus			32000000	35 to 48000	60 to 97440	39 to 45000	65 to 74800	..	..	2,0 to 18,0	1,5 to 30,6	23
	Averaged from 14 tests				0,33	0,23	0,62	..	..	..	..	740000	...	....	..	..	23	41	5	Foster.
					0,50	0,40	0 66	..	..	..	..	96000	....	....	..	..	9	12	3
					0 77	0,46	0,67	..	..	..	..	85000	....	....	....	..	1,6	2	3
					0,96	0,69	0,64	..	..	..	..	78000	....	....	....	..	1,33	1,6	3
	American Steel....							29120000	..	24400000	29120	47264	28672	....	24125	..	0,4 to 29,9	..	11	Abbott
Steel.	Bessemer Plates.....				TESTED IN SIX DIFFERENT DIRECTIONS ACROSS AND ALONG THE GRAIN.											g= 53 to 66000	..	..	.	Baushinger
Steel.	Bessemer Plates.....															g=47 to 56000	..	..	.	Baushinger
Malleable Cast Iron.	Square 1/4'........				American		....	....	....	....	1635	36176	....	....	....	..	3,8	5.8	2	Ricketts
	Rectangular 1'x3/5'...				"		....	....	....	....	2979	84272	....	....	....	..	2,4	6,6	1
	Circular 1/2' diameter..				"		....	....	....	....	2285	38976	....	....	....	..	3.5	10,0	1
	"	3/4'	"		"		....	....	....	....	1456	31032	....	....	....	..	1,3	8,9	2
	German....				.......			....	....	....	9856	36736	....	....	....	..	..	8,2	.	Martens
Cast Iron.	American, average..				.......				....	....	....	17 to 30740		48 to 54800	....	..	..	..	44	Watertown Arsenal
	"	1/3'to 1' thick.			All undressed (with skin on.) the dressed ones (planed.) were found to be slightly stronger and results more regular.					16453000	....	....	....	....	44680	..	..	..	7
	"	1' thick....								15483000	....	....	....	....	40640	..	..	..	1
	"	1' to 2' thick...								15296000	....	....	....	....	87032	..	..		5
	"	2'thiok...								13767000	....	....	....	....	36600	..	..	..	2

Table XXXV. Bearing Values For Ikon And Steel Rivets And Pins

Table XXXV Bearing Values For Ikon And Steel Rivet 200207

Table XXXVI. Iron And Steel Pins And Bolts

Table XXXVI. Bearing Values For Ikon And Steel Pins And Bolts

Table XXXVI Bearing Values For Ikon And Steel Pins 200209

Table XXXVII. Or Iron And Steel Pins And Bolts

Table XXXVII. Bearing Value For Iron And Steel Pins And Bolts

Table XXXVII Bearing Value For Iron And Steel Pins 200211

Table XXXVIII. Shearing, Bending And Tensional. Values

for iron and steel rivets, pins and rous of one-fourtti to one inch in diameter,

Table XXXVIII Shearing Bending And Tensional Value 200212

Table XXIX Steel Pins And Rods 1 To 3 Inches In Diameter

Table XXIX Steel Pins And Rods 1 To 3 Inches In Di 200213

Table XXXIX. Shearing, Bending And Tensional Values Fob Ikon And Steel Pins And Rods 1 To 3 Inches In Diameter

Steel Pins and Rods 3 to 6 Inches in Diameter.

Table XXXIX Shearing Bending And Tensional Values 200215

Table XL. Sheaking, Besding And Tensional Values For Iron And Steel Pins And Rods 3 To 6 Inches In Dlameter

Table XL Sheaking Besding And Tensional Values For 200216

Table XLI. Wrought-Iron Riveted Girders. Strength Of Webs

LENGTH OF THE ANGLE BARS.

Ik Anoge Bars are of Steel all Rivets Must be of Steel.

For Steel Angle BARS Add ono quarter to safe load on iron bars, but length of span (in feat) must not exceed twice the depth of girder (in Inches) or deflection will be too grout for plasterling.

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