Ussuri
Civil/Environmental
- May 7, 2004
- 1,582
We are currently looking a tapping into mild steel to accept an M12 grade 8.8 bolt.
The material we would like to tap has a yield strength 25% of the standard nut strength. Are there any rules of thumb, design guides which would allow me to work out how much additional embedment I need to ensure the bolt reaches its tensile capacity?
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"The world keeps turning, it keeps me in my place; where I stand is only three miles from space"
Spiritualized
The material we would like to tap has a yield strength 25% of the standard nut strength. Are there any rules of thumb, design guides which would allow me to work out how much additional embedment I need to ensure the bolt reaches its tensile capacity?
---------------------------------------------------------------------------------------------------------------------
![[pimp] [pimp] [pimp]](/data/assets/smilies/pimp.gif)
"The world keeps turning, it keeps me in my place; where I stand is only three miles from space"
Spiritualized