Dear SeismoStruct,
How can I define an assymmetric reinforced concret T section? Reinforcement patterns are not supported by the assymmetric general-shape section. Is there a chance of developing a Reinforced assymmetric general shape section in the future?
Thanks,
Marta
Reinforced assymmetric general shape section
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- Posts: 14
- Joined: 17 Feb 2010, 05:50
Re: Reinforced assymmetric general shape section
Can anybody help me in this matter?
Thank you.
Marta
Thank you.
Marta
- seismosoft
- Posts: 1271
- Joined: 06 Jul 2007, 04:55
Re: Reinforced assymmetric general shape section
quote:Originally posted by Marta Mateus
Can anybody help me in this matter?
Thank you.
Marta
Dear Marta,
We thought yours was a wish for future developments, rather than a request for assistance, hence the absence of a response.
In any case, answering to your question, can you not simply define explicitely the location of the rebars, using the 'Add Bar' function?
Seismosoft Support
Can anybody help me in this matter?
Thank you.
Marta
Dear Marta,
We thought yours was a wish for future developments, rather than a request for assistance, hence the absence of a response.
In any case, answering to your question, can you not simply define explicitely the location of the rebars, using the 'Add Bar' function?
Seismosoft Support
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- Posts: 14
- Joined: 17 Feb 2010, 05:50
Re: Reinforced assymmetric general shape section
I can not simply define explicitely the location of the rebars because the program doesn't give me that chance... I only can select "Edit Reinforcement Pattern" but then the following message apears: "reinforced patterns are not supported for the agss section type".
Thanks,
Marta
Thanks,
Marta
- seismosoft
- Posts: 1271
- Joined: 06 Jul 2007, 04:55
Re: Reinforced assymmetric general shape section
Yes, of course, but can you not use the reinforced concrete T-section, with explicit definition of the rebars?
If you cannot (maybe you are loading your beam on its weak axis or something), well, then, in such case yours will indeed remain as a request for future additions to the program (it's certainly something that we will want to do some time in the (long term) future).
Seismosoft Support
If you cannot (maybe you are loading your beam on its weak axis or something), well, then, in such case yours will indeed remain as a request for future additions to the program (it's certainly something that we will want to do some time in the (long term) future).
Seismosoft Support