Dear mma22,
This option is not available in SeismoStruct.
Search found 833 matches
- 04 Nov 2024, 10:00
- Forum: 03-Analytical/modelling capabilities
- Topic: Crack Width
- Replies: 1
- Views: 109
- 29 Oct 2024, 12:10
- Forum: 02-Getting started with the modelling
- Topic: Shear reinforcement
- Replies: 1
- Views: 114
Re: Shear reinforcement
Dear Nemanja_BL, In SeismoBuild, it is not possible to assign different reinforcement configurations within a single column or wall. However, varying reinforcement can be assigned to the start, middle, and end sections within the same beam. Currently, it is not possible to show demand (in spectral m...
- 18 Oct 2024, 08:07
- Forum: 02-Getting started with the modelling
- Topic: Loads
- Replies: 5
- Views: 1758
Re: Loads
Dear ESTRUCTO,
I think that you should first pay attention to the error message you receive, because this message will probably show you the problem in your model.
I think that you should first pay attention to the error message you receive, because this message will probably show you the problem in your model.
- 24 Sep 2024, 09:19
- Forum: 04-Unexpected behaviour/errors
- Topic: An unknown error
- Replies: 4
- Views: 220
Re: An unknown error
Dear hshs1283,
Please send me detailed information about the steps you follow to receive this message to my email address z.gronti@seismosoft.com.
Please send me detailed information about the steps you follow to receive this message to my email address z.gronti@seismosoft.com.
- 23 Sep 2024, 11:12
- Forum: 04-Unexpected behaviour/errors
- Topic: An unknown error
- Replies: 4
- Views: 220
Re: An unknown error
Dear hshs1283,
Please download the current version of SeismoStruct v2024, available in Seismosoft's webpage, and check if you face the same problem.
Please download the current version of SeismoStruct v2024, available in Seismosoft's webpage, and check if you face the same problem.
- 13 Sep 2024, 11:19
- Forum: 06-Referencing and license issues
- Topic: academic license
- Replies: 2
- Views: 226
Re: academic license
Dear khadidja,
You may request for a free academic license key by using the following form
https://seismosoft.com/free-academic-license/
You may request for a free academic license key by using the following form
https://seismosoft.com/free-academic-license/
- 09 Sep 2024, 10:09
- Forum: 05-Future developments & requests
- Topic: Clarification on Combined Biaxial Bending Verification for Columns in Linear Dynamic Analysis
- Replies: 2
- Views: 240
Re: Clarification on Combined Biaxial Bending Verification for Columns in Linear Dynamic Analysis
Dear Daniele.arcuri,
Currently, biaxial bending checks are not supported.
Currently, biaxial bending checks are not supported.
- 03 Sep 2024, 14:12
- Forum: 03-Unexpected behaviour/errors
- Topic: Bending Moment Resistance Calculation for Beams and Columns without FRP application
- Replies: 1
- Views: 186
Re: Bending Moment Resistance Calculation for Beams and Columns without FRP application
Dear Daniele.arcuri, The parameters you modify will affect the section's bending moment, provided that no steel rupture failure occurs. If a steel rupture failure does occur, these modifications will not impact the section's bending moment. Yes, the equations reported in the D. Biskinis and M. N. Fa...
- 03 Sep 2024, 12:28
- Forum: 04-Unexpected behaviour/errors
- Topic: Issue with Chord Rotation Capacity Calculation in SeismoStruct Using NTC Standards
- Replies: 2
- Views: 271
Re: Issue with Chord Rotation Capacity Calculation in SeismoStruct Using NTC Standards
Dear Daniele.arcuri,
Could you please send me your project with detailed explanation of your calculations to z.gronti@seismosoft.com to check it?
Could you please send me your project with detailed explanation of your calculations to z.gronti@seismosoft.com to check it?
- 03 Sep 2024, 11:51
- Forum: 04-Unexpected behaviour/errors
- Topic: Load Multiple - NaN in time column
- Replies: 3
- Views: 184
Re: Load Multiple - NaN in time column
Dear Antrox,
I apologise for this. I thought that we have communicated via email, since the subject was exactly the same. I wait for detailed instructions and the files from your colleague, so that i could check things.
I apologise for this. I thought that we have communicated via email, since the subject was exactly the same. I wait for detailed instructions and the files from your colleague, so that i could check things.