the new foundaion is just there right now to show where it will be (size not correct). I have calculated the adition to weigh around 82,000 lbs (dead weight) and it will be suported by six (8 5/8 dia x 1/4"wall) columns. with a foundation for each of them. my question is how to caculate what the...
underneath the part that isn't cantilevered will be three offices and the balcony will be for employees to take breaks and have our company grill outs. It is a bit overdesigned, and we were going for that look just to be different.
I am designing an addition with a cantilevered balcony and am wondering if it is physically possible. the deck is 24' long with 12' extended past I will be using W12 x 96 (massive) it will be held up with two rows of columns that are 12' apart. my question is if the foundation of the columns are...