Yesterday at 6:56 AM #1 K Kaito901 Structural Joined Jul 20, 2025 Messages 1 Good day. I have a question regarding the calculation of bolt strength in steel brace connections, such as vertical braces. Should I consider force eccentricity when the centroid of the bolt group is not aligned with the line of action of the force?
Good day. I have a question regarding the calculation of bolt strength in steel brace connections, such as vertical braces. Should I consider force eccentricity when the centroid of the bolt group is not aligned with the line of action of the force?
Yesterday at 5:48 PM #2 BAretired Structural Joined Nov 16, 2008 Messages 11,036 Location CA Yes, of course you should. Upvote 0 Downvote