pba
Structural
- Aug 18, 2003
- 240
Two questions:
We have a project in Russia which will have exposed steelwork and winter temperatures of -45 degree celsius. - What type of steel would you use?
Given the steel grade what special designs/techniques would you use in the connections to ensure that brittle fracture did not occur?
We have a project in Russia which will have exposed steelwork and winter temperatures of -45 degree celsius. - What type of steel would you use?
Given the steel grade what special designs/techniques would you use in the connections to ensure that brittle fracture did not occur?