Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

Re: Light Column Tables in MSC 13th Ed

[Subject Prev][Subject Next][Thread Prev][Thread Next]
I had the same question just like yours.
In the LRFD 3rd edition, the column table ended at W10x33. No W8 columns listed at all!  Now that OSHA requires 4-bolt connections at the baseplate, you have a very large base plate to work with.
The 13th ed lists the HHS as compression member to HSS2x2.  A HSS3.5x3.5x0.25 is good for 16 kips at 18' feet (ASD).  It weights about 10.5 plf.  Say the material price double over a W8, it is still cheaper than a W8x31. 

My problems are in review of old existing buildings, I had to prepare my own calculations because the Fy=36 ksi not the same and the smaller shapes are not listed in the tables.

On 8/3/06, Jordan Truesdell, PE <seaint1(--nospam--at)> wrote:
I was just looking up some prelim column sizes in the 13ed of the AISC
MSC and they have truncated the W tables at W8x31.  I could have sworn
there were smaller sizes, so I looked at the LRFD 2nd, and they go to
W8x24 and also list W6, 5, and 4s.  Have these shapes been largely
supplanted by HSS sections and therefore deemed not worthy of book
space?  Last I heard, HSS (mat'l only, FOB local distributors) was
almost double the cost of W shapes.

Any insight as to the oversight?


******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at:
*   This email was sent to you via Structural Engineers
*   Association of Southern California (SEAOSC) server. To
*   subscribe (no fee) or UnSubscribe, please go to:
*   Questions to seaint-ad(--nospam--at) Remember, any email you
*   send to the list is public domain and may be re-posted
*   without your permission. Make sure you visit our web
*   site at:
******* ****** ****** ****** ******* ****** ****** ********