Hello great mentors,
I was wondering what is typical spacing for control joints for a concrete basement wall. The wall is basically a retaining wall that is restrained at the top so all of the tension is at the inner face. Any thoughts?
I also want to say thanks on the replies from my...
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...