Dear Alexandros Korovesis,
Have you checked Post-Processor> Global Response Prameters> Forces and Moments at Supports?
You may also refer to the program’s Help System and User Manual for further guidance.
Search found 860 matches
- 23 Jan 2026, 12:21
- Forum: 03-Analytical/modelling capabilities
- Topic: Base Shear (Fb) for Linear Static Analysis (Equivalent Lateral Force Method))
- Replies: 1
- Views: 27830
- 19 Jan 2026, 12:02
- Forum: 04-Unexpected behaviour/errors
- Topic: Nonlinear Dynamic Analysis
- Replies: 1
- Views: 27918
- 16 Sep 2025, 09:48
- Forum: 03-Analytical/modelling capabilities
- Topic: Bending Moment Capacity
- Replies: 3
- Views: 40350
Re: Bending Moment Capacity
Dear fsapostolou,
as it is written in SeismoBuild's Help System (https://help.seismosoft.com/seismobuild/2025/en/codes/eurocodes/capacity_models_for_assessment_and_checks/bending_moment_capacity.htm)
The bending moment capacity of beams, columns and walls with prismatic cross section is calculated ...
as it is written in SeismoBuild's Help System (https://help.seismosoft.com/seismobuild/2025/en/codes/eurocodes/capacity_models_for_assessment_and_checks/bending_moment_capacity.htm)
The bending moment capacity of beams, columns and walls with prismatic cross section is calculated ...
- 13 Aug 2025, 10:58
- Forum: 06-Referencing and license issues
- Topic: Questions about Dongle Lisence
- Replies: 1
- Views: 53240
Re: Questions about Dongle Lisence
Dear RyanRS,
An internet connection is not required when using a USB Dongle license.
If you experience any difficulties with your USB Dongle license, please contact the Sales Department at sales@seismosoft.com.
An internet connection is not required when using a USB Dongle license.
If you experience any difficulties with your USB Dongle license, please contact the Sales Department at sales@seismosoft.com.
- 14 Jul 2025, 11:38
- Forum: 03-Analytical/modelling capabilities
- Topic: Cracked/Uncracked stiffness for Pushover
- Replies: 11
- Views: 82267
Re: Cracked/Uncracked stiffness for Pushover
Dear apostolisandreou,
Uncracked stiffness is used in Pushover analysis. Please refer to Section 4.4.1.4 of KANEPE for example, which states that cracked sections are to be used in elastic types of analysis.
Uncracked stiffness is used in Pushover analysis. Please refer to Section 4.4.1.4 of KANEPE for example, which states that cracked sections are to be used in elastic types of analysis.
- 18 Jun 2025, 10:20
- Forum: 03-Analytical/modelling capabilities
- Topic: Mander model for confined concrete
- Replies: 1
- Views: 40547
Re: Mander model for confined concrete
Dear leartt,
Please take a look at: Mander, J., Priestley, M., and Park, R. (1988). "Theoretical Stress-Strain Model for Confined Concrete." J. Struct. Eng., 10.1061/(ASCE)0733-9445(1988)114:8(1804), 1804-1826.
Please take a look at: Mander, J., Priestley, M., and Park, R. (1988). "Theoretical Stress-Strain Model for Confined Concrete." J. Struct. Eng., 10.1061/(ASCE)0733-9445(1988)114:8(1804), 1804-1826.
- 18 Jun 2025, 10:19
- Forum: 03-Analytical/modelling capabilities
- Topic: Element ductility class determination in the output
- Replies: 1
- Views: 37052
Re: Element ductility class determination in the output
Dear dfd,
m-factors are displayed in technical report’s tables. Bending moment is considered as ductile mechanism, while shear is considered as brittle one.
m-factors are displayed in technical report’s tables. Bending moment is considered as ductile mechanism, while shear is considered as brittle one.
- 05 May 2025, 11:09
- Forum: 05-Referencing and license issues
- Topic: Academic license still not received
- Replies: 1
- Views: 56851
Re: Academic license still not received
Dear Mobtuse,
The Licensing Department has informed me that they received your request on April 30th and subsequently sent you the requested academic license key on May 2nd. They also confirmed that no prior request was received from you before that date.
Could you please confirm that you had ...
The Licensing Department has informed me that they received your request on April 30th and subsequently sent you the requested academic license key on May 2nd. They also confirmed that no prior request was received from you before that date.
Could you please confirm that you had ...
- 29 Apr 2025, 10:41
- Forum: 03-Analytical/modelling capabilities
- Topic: Incremental Dynamic Analysis (PGA vs Drift)
- Replies: 5
- Views: 51492
Re: Incremental Dynamic Analysis (PGA vs Drift)
Dear JRCM,
The requested plot is not automatically created in SeismoStruct. You may take the drift values from SeismoStruct and create the diagram in a spreadsheet application.
The requested plot is not automatically created in SeismoStruct. You may take the drift values from SeismoStruct and create the diagram in a spreadsheet application.
- 07 Apr 2025, 09:33
- Forum: 02-Getting started with the modelling
- Topic: positive camber
- Replies: 1
- Views: 37334
Re: positive camber
Dear bardia.pg,
You may subdivide the beam element and assign a modified beam in the middle section with modified dimensions to account for the camber.
You may subdivide the beam element and assign a modified beam in the middle section with modified dimensions to account for the camber.
