AASHTO eta factors & deformation 1

• Feb 4, 2020

1
• #2

crossframe

Structural

Mar 30, 2004

276

US

Note that the eta factors are usually equal to 1.00 for all but the Strength limit states (AASHTO 1.3.2 - 1.3.5), so I would suggest it depends on the limit states you're using for the joints and bearings. Those are often designed for Service limits states.

 

Upvote 0 Downvote

• Feb 4, 2020

• #3

BridgeSmith

Structural

May 22, 2009

5,112

US

I believe you're incorrect there, crossframe. The eta factor is the "load modifier" and is applicable to all limit states.

Based on Eq. 1.3.2.1-1, I would say the answer question in the OP is yes, the eta factor would be applied to deformation and movement ranges, as well as all other force effects. That's what I do.


Oops. I should have read further before answering. crossframe is correct; the individual load modifiers are all specified as equal to 1.0 for all but the Strength limit state, and should be applied to deformation and movements for the Strength limit state, but not others.

Rod Smith, P.E., The artist formerly known as HotRod10

 

Upvote 0 Downvote

• Feb 4, 2020

• #4

BridgeSmith

Structural

May 22, 2009

5,112

US

As I wipe the egg off my face, I'll caution that while movement and deformation for joints and bearings are typically controlled by the Service or Extreme Event I limits, the design of some components may be governed by the Strength limits.

Rod Smith, P.E., The artist formerly known as HotRod10

 

Upvote 0 Downvote

• Feb 4, 2020

• Thread starter
• #5

jrw501

Structural

Mar 2, 2009

85

US

Perfect, that makes a lot of sense.

Thanks crossframe & BridgeSmith!

 

Upvote 0 Downvote