Thanks for the response, but is there any way to obtain the moment at nodes? The moment from Gauss points are still a little bit different from column moments in ETABS. Thanks a lot. (Moments and Rotations at Gauss points have already correspond with hinges in ETABS. )
Hung
Search found 3 matches
- Tue Jul 11, 2023 6:50 am
- Forum: Post processing and data visualization
- Topic: How can I get the bending moment of the first floor?
- Replies: 3
- Views: 3851
- Sun Jul 02, 2023 10:27 am
- Forum: Post processing and data visualization
- Topic: How can I get the bending moment of the first floor?
- Replies: 3
- Views: 3851
How can I get the bending moment of the first floor?
Dear STKO Team，
I want to get the right bending moment at the node of the first floor (only 2e-05 N), but I can only get the base bending moment( about 400000 N), how can I solve it? Thank you!
I want to get the right bending moment at the node of the first floor (only 2e-05 N), but I can only get the base bending moment( about 400000 N), how can I solve it? Thank you!
- Tue Feb 08, 2022 9:15 am
- Forum: Analysis
- Topic: Error during analysis
- Replies: 1
- Views: 989
Error during analysis
Dear STKO team,
I got the error as in the attached figure?
What does it mean? How can I fix it?
Thank you for your support.
Hung
I got the error as in the attached figure?
What does it mean? How can I fix it?
Thank you for your support.
Hung
- error.JPG (100.81 KiB) Viewed 989 times