Autodesk Robot Structural Analysis

[#1]

Hi again,

When using equivalent static analysis for EQ to AS1170.4, why can't you use the results in a combination with non linearity (ie a non-linear combination, or one that includes non-linear member properties i.e. tension only)?

I'm thinking that the equivalent static analysis does not work correctly for models with non-linear members.  Please correct me if I'm wrong. 

Cheers,

Tony

[#2 · Accepted solution]

Hi Tony,

you are right - components from equivalent static analysis are ignored in non-linear combinations .

Escalated to dev team. I will notify you after change.

Regards,

[#3]

Thanks 

It's important because you obviously need to add the lateral load to the gravity cases.  It's a bit useless otherwise.

Tony

[#4]

Introduced in SP4 for Robot 2013. Please check for the availability of this update at the beginning of the next week.

[#5]

Robot 2103?

I will be doing spectral analysis by telepathy by then

[#6]

Corrected