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You could use steel or concrete members. You'd need a connection and member capable of resisting a lateral load of 2-5% Pu depending on the situation. And, of course, the bracing member would itself need to be laterally restrained via connection to a diaphragm etc. The AISC bracing provisions may be of some use here.
I can't answer this question at once. I need more details, such as are you going to brace it to R.C wall/column , do you wanted to lean on another system or to make a moment connection, ...etc
quote said:and should they be stronger than the columns.
2204z said:Won't the connection further shear the columns
2204z said:How is the connection generally done?