Current Revision posted to RAM | STAAD | ADINA Wiki by Modestas on 3/24/2023 8:36:13 AM
| Applies To | |||
| Product(s): | STAAD.Pro | ||
| Version(s): | All | ||
| Environment: | N/A | ||
| Area: | Steel Design Codes | ||
| Subarea: | EN 1993-1-1:2005 | ||
| Original Author: | Bentley Technical Support Group | ||
This page contains a list of Wikis which are related to the European Steel Design code (EN 1993-1-1:2005).
- Why section class of the same member size is different?
- Validation Problem on Reduced Moment Capacity
- Validation Problem on Torsion
- Design of built up General section by using EN 1993-1-1:2005 code
- Dimensioning of General sections for the design by using EN 1993-1-1:2005 code
- WARNING: UNKNOWN NATIONAL ANNEX IS SPECIFIED. DEFAULT BS ANNEX IS USED
- The impact of the ZG design parameter in the Elastic Critical Moment calculation as per EN 1993-1-1:2005
- Slenderness of single or double angles in EN 1993-1-1:2005
- Consideration of Global Analysis (clause 5.2) and Member Imperfections (clause 5.3) to EN 1993-1-1:2005 in STAAD.Pro
Tags: STAAD.Pro EN 1993-1-1:2005, EN 1993-1-1:2005