Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations SE2607 on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Eurocode design of Shear wall in ETABS

Status
Not open for further replies.
OMAR HAS

OMAR HAS

Structural
Feb 28, 2023
1
Dear Sirs,
I'm asking about the limit of normalised compressive stress in the Eurocode in clause 5.4.3.4.1 (2) that it must not exceed 0.4, why the ETABS does not give any warning about exceeding this limit??
Thanks in advance for your opinions
 
Status
Not open for further replies.

Similar threads

sgimax
  • Locked
  • Question
ETABS - spandrel shear hinge
Replies
0
Views
281
sgimax
sgimax
Stockton2008
  • Question
How to model concrete slabs in Etabs
Replies
0
Views
540
Stockton2008
Stockton2008
ElyasCivil
  • Question
Interactive Data Base Tables in ETABS 1
Replies
3
Views
3K
sticksandtriangles
sticksandtriangles
M
  • Locked
  • Question
Composite column definition error in ETABS
Replies
0
Views
405
member 1218881
M
H
  • Question
ETABs API- Sapmodel
Replies
0
Views
269
Hoda_S
H

Part and Inventory Search

Sponsor

Back
Top Bottom