phamENG
Structural
- Feb 6, 2015
- 7,623
I'm designing a couple of small buildings that require only a small quantity of structural steel framing (the remainder will be light-gauge framing). The budget is tight so I'm trying to do my part in keeping as many costs down as possible. The columns will be hidden within the walls, so I'm looking at a max size of 4 inches. A 3.5" nominal standard pipe checks out, but when I went to check RSMeans, they don't quote STD for structural columns, only X-Strong. I was also surprised to find that the XS pipe is more expensive than the HSS4x4x1/4 - the few purchasers/fabricators I've had the opportunity to speak to (I'm still a very junior engineer) have told me that pipes are MUCH cheaper than HSS of any shape.
My questions, then, are these:
1- Does the price per pound of steel vary significantly (or at all) with the various ASTM Standards and Grades (how does A36 compare to A500 to A996, and how does A500 Gr. B compare to Gr. C for price, etc?).
2- Is there a significant difference in the way pipes and round HSS are produced that could result in a premium? Is the manufacture of square/rectangular HSS that much more expensive than either of those?
Of course local availability plays a roll in the price, so let's consider that we're talking about comparable #/ft and stock quantities.
Thanks for any help or advice anyone can give me. I'm trying to make sure my designs are not only safe, but practical in as many aspects as possible, too.
My questions, then, are these:
1- Does the price per pound of steel vary significantly (or at all) with the various ASTM Standards and Grades (how does A36 compare to A500 to A996, and how does A500 Gr. B compare to Gr. C for price, etc?).
2- Is there a significant difference in the way pipes and round HSS are produced that could result in a premium? Is the manufacture of square/rectangular HSS that much more expensive than either of those?
Of course local availability plays a roll in the price, so let's consider that we're talking about comparable #/ft and stock quantities.
Thanks for any help or advice anyone can give me. I'm trying to make sure my designs are not only safe, but practical in as many aspects as possible, too.