theCorkster
Geotechnical
- Sep 2, 2005
- 146
Greetings!
I'm working with high-strength bolting on a metal building that will be erected in temperatures near 0 degrees C. However, seasonal temperautes can range to near 35 degrees C. Does anyone have any guidance or references regarding the impact of temperature changes on bolt tension? Or is this change in temperature too small to have much impact on the bolt tension. Thanks for the help!
I'm working with high-strength bolting on a metal building that will be erected in temperatures near 0 degrees C. However, seasonal temperautes can range to near 35 degrees C. Does anyone have any guidance or references regarding the impact of temperature changes on bolt tension? Or is this change in temperature too small to have much impact on the bolt tension. Thanks for the help!