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Author	Topic
Jayem Forums Junkie Location: Finland Registered: November 2002	Re: Headbolts from metallurgist point of view. Thu, 23 October 2003 13:05 I know that strenght for example 8.8(X.Y) can be calculated: tensile strength=100*X yield strength=10*X*Y Strength grade__________4.6_4.8_5.6_5.8_6.8_8.8_9.8_10.9_12 .9___ Max tensile strength____400_400_500_500_600_800_900_1000_1200_ __ Max yield strength______240_320_300_400_480_640_720_900__108 0___ Tensile strength and yield strength in MPA's [Report message to a moderator]

	Subject	Poster	Date
	Headbolts from metallurgist point of view.	Jayem	Wed, 22 October 2003 18:00
	Re: Headbolts from metallurgist point of view.	Lambolica	Thu, 23 October 2003 03:15
	Re: Headbolts from metallurgist point of view.	Mr DOHC	Thu, 23 October 2003 11:29
	Re: Headbolts from metallurgist point of view.	Jayem	Thu, 23 October 2003 13:05

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