Thank you human909.
I was thinking the same thing when I had this connection.
However, unless I release the translation of one column base to avoid 'arching', the distribution of load between the column and wall bracing relies on the sectional area of the column and the vertical component of...
Hi,
I have this cross-wall bracing. For some reason, I've connected the wall bracing to the underside of the floor beam, as shown below. Due to this configuration, the wall bracing may buckle under the gravity load applied to the floor beam. While I understand that wall bracings are allowed to...
