StructuralEngGuy
Structural
- Oct 24, 2008
- 42
Hi all,
I'm designing lateral bracing for a mechanical unit and I have a question regarding the use of steel cables. Does anyone know of a standard to follow for determining the strengths of cables? I can't seem to find any information on the steel grades, yield strengths, etc. I'm also wondering if there is any published information about anchoring the ends. How do you properly anchor the end of the cable to develop your design tension? I've seen information and details using clips, tie backs, etc. from numerous manufacturers of cables but no published design values. Can anyone shed some light for me?
I'm designing lateral bracing for a mechanical unit and I have a question regarding the use of steel cables. Does anyone know of a standard to follow for determining the strengths of cables? I can't seem to find any information on the steel grades, yield strengths, etc. I'm also wondering if there is any published information about anchoring the ends. How do you properly anchor the end of the cable to develop your design tension? I've seen information and details using clips, tie backs, etc. from numerous manufacturers of cables but no published design values. Can anyone shed some light for me?