Bentley Communities
Site
Search
User
Site
Search
User
Product Communities
RAM | STAAD | ADINA
RAM | STAAD | ADINA Wiki
EN 1993-1-1:2005 (EC3)
Sign In
-
RAM | STAAD | ADINA Wiki
+
ADINA
+
Integrated Structural Modeling
+
Structural Analysis Support Solutions
+
RAM Concept
+
RAM Connection
+
RAM Elements
+
RAM SBeam
+
RAM Structural System
-
STAAD.Pro
+
How is STAAD.Pro licensed
+
Installation Requirements
Security
+
Revision History
-
STAAD.Pro Support Solutions
+
STAAD.Pro Analysis Solutions
-
STAAD.Pro Design Solutions
+
IS 456:2000 Design Issues
+
STAAD.Pro Aluminum Design [FAQ]
+
STAAD.Pro Concrete Design [FAQ]
+
STAAD.Pro General Design Solutions
-
STAAD.Pro Steel Design [FAQ]
+
American Steel Code AISC [FAQ]
+
API 2A-WSD 21st Edition [FAQ]
+
BS 5950-1:2000 implementation
+
Canadian Steel Code S16 [FAQ]
Deflection Check Parameters
Determination of Critical Load Case or Combination for Steel Design
-
EN 1993-1-1:2005 (EC3)
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
Slenderness of single or double angles in EN 1993-1-1:2005
The impact of the ZG design parameter in the Elastic Critical Moment calculation as per EN 1993-1-1:2005
Validation Problem on Reduced Moment Capacity as per CL6.2.8 of EN 1993-1-1:2005
Validation Problem on Torsion
WARNING: UNKNOWN NATIONAL ANNEX IS SPECIFIED. DEFAULT BS ANNEX IS USED
Why section class of the same member size is different?
Explanation on how SELECT OPTIMIZED works
General Steel Design Solutions
How to get design utilization ratio for each load case
If CAN 1 parameter is used for Deflection Check, Result is not Calculated Correctly
+
IS 800:2007
Limiting section assignment or member selection to specific cross sections
Members are not getting designed
Procedure used by STAAD for MEMBER SELECTION
+
SNiP SP 16.13330.2011
+
STAAD.Pro EN 1993-1-1:2005 Implementation
Viewing members whose utilization ratio is within a desired range
+
STAAD.Pro Timber Design [FAQ]
Verification problems on COMPRESSION CAPACITY of RHS (CF) section per Australian steel design code (AS 4100)
+
Warnings and Errors related to IS13920 2016 concrete design in STAAD.Pro
+
STAAD.Pro General Solutions
+
STAAD.Pro General [FAQ]
+
STAAD.Pro Verification Documents
STAAD.Pro Safety Related Features
List of Programs included in different types of License for STAAD.Pro
+
STAAD.Pro Known Issues CE V22 Update 6
+
Known Issues in STAAD.Pro CONNECT Edition
+
Known Issues in STAAD.Pro V8i
STAAD Product Releases in December 2018 and Associated Licensing Changes
+
Procedure for Downloading STAAD.Pro CE
+
STAAD.Pro Developing The Model [FAQ]
+
STAAD.Pro Driver Downloads [FAQ]
+
STAAD.Pro Import Export Solutions
+
STAAD.Pro Import/Export [FAQ]
+
STAAD.Pro Installation/Licensing Solutions
+
STAAD.Pro Miscellaneous Solutions
+
STAAD.Pro Miscellaneous [FAQ]
+
STAAD.Pro Modeling Solutions
+
STAAD.Pro OpenSTAAD [FAQ]
STAAD.Pro OpenSTAAD_Solutions
+
STAAD.Pro Postprocessing FAQ's
+
STAAD.Pro Postprocessing Solutions
+
STAAD.Pro TechNotes [TN]
STAAD.Pro Crashing for DELL laptop when Browsing a File Location
+
STAAD.Pro CONNECT Edition - Tips & Tricks
Links for Technical Videos available in Bentley Structural YouTube Channel
+
Integrated RAM Connection Solutions
+
Recordings from past STAAD webinars
+
Steel AutoDrafter
+
STAAD Foundation Advanced
+
STAAD Advanced Concrete Design (RCDC)
+
STAAD.building
+
STAAD RCDC FE
+
Scenario Services
+
STAAD.offshore
+
Limcon
+
Microstran
+
MStower
+
Structural Dashboard
+
Structural WorkSuite
+
RAM | STAAD Learning Resources
Questions about this article, topic, or product? Click here.
EN 1993-1-1:2005 (EC3)
Applies To
Product(s):
STAAD.Pro
Version(s):
All
Environment:
N/A
Area:
EN 1993-1-1:2005
Subarea:
FAQ's & Validation
Original Author:
Bentley Technical Support Group
This is for the wikis related to 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
STAAD.Pro EN 1993-1-1:2005
EN 1993-1-1:2005
Share
History
More
Cancel
Created by
Sudip Narayan Choudhury
When:
Tue, Sep 17 2013 11:56 PM
Last revision by
Modestas
When:
Tue, Nov 8 2022 5:27 AM
Revisions:
13
Comments:
0
Recommended
Related