tclat
Structural
- Oct 28, 2008
- 109
Hi,
I have a wood truss in a building near the ocean and would like to specify a bolt with good corrosion resistance.
I have looked through my timber manual which states that bolts meeting the requirements of ASTM A307 would be satifactory.
I am looking at stainless steel bolts to ASTM f593 and ASTM A193. While it is easy to satisfy the minimum tensile strengths, I can's satisfy the hardness requirements. Only ASTM A193 B8M Class 2 satisfies the elongation requirements but I understand this bolt is mainly used in high temp applications.
If my bolts are in shear, should I be concerned that I am not satifying these requirements? Is there anything else I need to stasify?
I am also using stainless steel plates.
My initital thoughts are that the wood would fail before the bolts in any circumstance so it shouldn't be a big deal. Any other comments would be useful
Thanks
I have a wood truss in a building near the ocean and would like to specify a bolt with good corrosion resistance.
I have looked through my timber manual which states that bolts meeting the requirements of ASTM A307 would be satifactory.
I am looking at stainless steel bolts to ASTM f593 and ASTM A193. While it is easy to satisfy the minimum tensile strengths, I can's satisfy the hardness requirements. Only ASTM A193 B8M Class 2 satisfies the elongation requirements but I understand this bolt is mainly used in high temp applications.
If my bolts are in shear, should I be concerned that I am not satifying these requirements? Is there anything else I need to stasify?
I am also using stainless steel plates.
My initital thoughts are that the wood would fail before the bolts in any circumstance so it shouldn't be a big deal. Any other comments would be useful
Thanks