Hello! Please refer to this article: www.ideastatica.com/support-center/equilibrium-and-supporting-member and possibly other articles you can find in our Support Center: www.ideastatica.com/support-center/search?q=Equilibrium&email=&name= IDEA StatiCa Team
And second question , why dont we select model type to first model with two bolts ? What Will idea statica calculate ? So why dont divide the bolt forces to two equal values of half of total shear force?
Hello, there is a webinar about the model type here: th-cam.com/video/nMPL8_YbiMg/w-d-xo.html&lc=UgzWRPyHRAmWBEYjAmt4AaABAg&ab_channel=IDEAStatiCa N-Vy-Vz is typically used for 1 bolt connections, like bracing, etc. It actually adds a support for moments at the end of the member and allows only shear and normal forces to take effect. www.ideastatica.com/support-center/how-to-model-one-bolt-connection
Hello, you can see our webinars for Member app (deals with beams analysis and stability and code check) www.ideastatica.com/webinars/code-check-of-steel-members-with-buckling-problems www.ideastatica.com/support-center-webinars?label=member
Just started using IDEA statica and seems like it is promising since it has good flow withTekla structures and SAP2000, i think. Have checked linkedin profiles for supports for IDEA statica but it seems you people cant be added. Would have been nice if we can message you directly in Linkedin and ask you guys directly.
Hi, thank you for your comment. We are really glad you like IDEA StatiCa and hope to find it useful for your projects. Regarding your comment on Linkedin support; unfortunately, we do not provide support on social media. There are several reasons for that, but most of all, we need to ensure the scalability and trackability of every issue. There are multiple people involved from either our support team or local support team in respective country. In case of a support request, you can easily submit your issue on our User Portal and our support team will get to it very quickly.
Please consider a connection problem with moment connection, one top plate and bottom plate. Beam to column Flange. There is no such example. Please. Thanks a lot.
When you changed "model type" for a pin connection to N-Vy-Vz only, you did not change "Forces in" or "position of hinge" from node to bolts. I think you should have change it as it is shear connection and position of hinge in shear connection should be in bolts not in the node. Becuase if you do not change it, as you mentioned it in the beginning of the video, there will be some moments on the bolt. And this bolt is not designed for resisting moment, its actually shear connection. So please answer me. Thanks....
This depends on the approach - for some codes you have prescribed to check the bolts for the moment too. So depending on how your model should look like and behave and for what load you want to code-check the components you choose which settings you apply. You can also have acutally 2 models - nr. 1 where you leave the shear force position in node means you have moment in bolts, and nr. 2 where you shift the shear force and you have moment in the weld of the plate to member.
Very Clear Explanation
Very Informative... Thanks....
Glad it was helpful!
When should I use function "loads in equilibrium" and when it is not necessary?
Hello! Please refer to this article:
www.ideastatica.com/support-center/equilibrium-and-supporting-member
and possibly other articles you can find in our Support Center:
www.ideastatica.com/support-center/search?q=Equilibrium&email=&name=
IDEA StatiCa Team
What is the mean of model type (n vy vz etc)in member tab ? İs there any informative webinar
And second question , why dont we select model type to first model with two bolts ? What Will idea statica calculate ? So why dont divide the bolt forces to two equal values of half of total shear force?
Hello, there is a webinar about the model type here:
th-cam.com/video/nMPL8_YbiMg/w-d-xo.html&lc=UgzWRPyHRAmWBEYjAmt4AaABAg&ab_channel=IDEAStatiCa
N-Vy-Vz is typically used for 1 bolt connections, like bracing, etc. It actually adds a support for moments at the end of the member and allows only shear and normal forces to take effect.
www.ideastatica.com/support-center/how-to-model-one-bolt-connection
Do you have steel beam analysis video please?
Hello,
you can see our webinars for Member app (deals with beams analysis and stability and code check)
www.ideastatica.com/webinars/code-check-of-steel-members-with-buckling-problems
www.ideastatica.com/support-center-webinars?label=member
@@ideastatica_en what about moment connection? Do you have a video about it please , thanks . 💐
Just started using IDEA statica and seems like it is promising since it has good flow withTekla structures and SAP2000, i think. Have checked linkedin profiles for supports for IDEA statica but it seems you people cant be added. Would have been nice if we can message you directly in Linkedin and ask you guys directly.
Hi, thank you for your comment. We are really glad you like IDEA StatiCa and hope to find it useful for your projects.
Regarding your comment on Linkedin support; unfortunately, we do not provide support on social media. There are several reasons for that, but most of all, we need to ensure the scalability and trackability of every issue. There are multiple people involved from either our support team or local support team in respective country.
In case of a support request, you can easily submit your issue on our User Portal and our support team will get to it very quickly.
Please consider a connection problem with moment connection, one top plate and bottom plate. Beam to column Flange. There is no such example. Please. Thanks a lot.
Thank you for you suggestion, Juan. We will look at this topic.
I can not make save as for my file on Idea Statica
Please contact your local reseller (www.ideastatica.com/resellers) for support who will be more than happy to assist.
When you changed "model type" for a pin connection to N-Vy-Vz only, you did not change "Forces in" or "position of hinge" from node to bolts. I think you should have change it as it is shear connection and position of hinge in shear connection should be in bolts not in the node. Becuase if you do not change it, as you mentioned it in the beginning of the video, there will be some moments on the bolt. And this bolt is not designed for resisting moment, its actually shear connection. So please answer me. Thanks....
This depends on the approach - for some codes you have prescribed to check the bolts for the moment too.
So depending on how your model should look like and behave and for what load you want to code-check the components you choose which settings you apply.
You can also have acutally 2 models - nr. 1 where you leave the shear force position in node means you have moment in bolts, and nr. 2 where you shift the shear force and you have moment in the weld of the plate to member.
@@ideastatica_en Thank you so much
@@ideastatica_en I also asked another question about this webinar as well. can you answer it also. thank you in advance. you can find a comment below.
Is the n ,vy ,vz Mx ,MY Mz are service
Yes, all 6 parts of internal forces can be applied