Are there practical or code based height restrictions on exterior CMU walls which are tied laterally at each floor but gravity loaded to the foundation?
Obviously I need to account for floor deflections and thermal movements.
Code or design guide references would be helpful.
Thank you,
Greg
I have a quick theoretical question.
Let’s assume we have an unbraced column 100 feet long. The top of the column is a roller (translation fixed, vertical free) and bottom of the column is a pin. There is a large point load concentric on the column close to the base (let’s assume about 15’...
The fabricator on a job I am working on has requested larger base plates for constructability. I am wondering if I should make them also increase the base plate thickness. Using the standard method for determining the thickness of a base plate the thickness should increase. I've looked into...
