Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations IDS on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

I Values for double angles

Status
Not open for further replies.

BVPE

Structural
Jul 10, 2008
1
I have been using the 9th edition AISC for I values for double angles. When looking at the 13th edition, I am perplexed why I values are not given for double angles. I see them for single angles. Am I missing something?
 
Replies continue below

Recommended for you

It's just double that of a single angle bent about the same axis.
 
frv -

That's only true for one direction. For the other direction, there is a re-location of the centroid.... So, it is not so straightforward to calculate.

If I had to guess, I would think it is a matter of AISC trying to keep the number pages down. They want a single manual (as opposed to the two volume silver books) and they wanted a combined ASD / LRFD manual. Therefore, some things had to get the axe!
 
JoshPlum-

I'm nut sure I follow. For all cases of double angles either both angles are bending about the y axis or both angles are bending about the X axis. How would the centroid be affected?
 
Mike,

Was that comment in response to the one I just posted?
 
frv -

Take a look at the ninth edition tables:
An 8x8x1 has an Ixx of 177 in^4. That's exactly equal to twice the Ixx value for a L8x8x1. Howerver, the ryy varies depending on whether the angles have a back-to-back spacing of 0, 3/8, or 3/4. Since r = sqrt (Iyy/A) the I value changes based on the spacing, right?

For a LL8x8x1, the Iyy would be 346.8 in^2... That's approximately 4 times the Iyy value so a single L8x8x1.
 
frv:

In one direction you are correct, but not the other due to the presence of a connecting plate between the angles, the space increasing the effective I and S.

If there is no plate then you are correct, but ususlly there is.

Mike McCann
MMC Engineering
 
I see.

I guess I wasn't picturing bending about the Y-Y axis as a "2L" case. I've actually had to calculate this value before, and I assumed that the reason this wasn't provided in the manual is because it would depend on the gap.

I don't have the 9th Ed., so it didn't occur to me that the Iyy value was specified previously.

Thanks for the clarification.
 
Depends on whether the angles act together (compositely) or separately. And there are lots of ways angles can be oriented, e.g. toes together like a channel, toes together to make a box, corners together to make a cross. If anyone needs I for a non-typical configuration, just revert to first principles.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor