StrucPhanatic34
Structural
Hi all
I am engineering a welcome center and in the entrance room, there is a high curved roof that is being supported by built-up steel trusses that span 68 feet long and are generally 30 feet apart.
I was wondering if there are any provisions on tension chord bracing for these long steel trusses? Any help would be greatly appreciated.
Thank you.
Struct Engineer
I am engineering a welcome center and in the entrance room, there is a high curved roof that is being supported by built-up steel trusses that span 68 feet long and are generally 30 feet apart.
I was wondering if there are any provisions on tension chord bracing for these long steel trusses? Any help would be greatly appreciated.
Thank you.
Struct Engineer