Hi, this extension is in Version 1.0 and it's well suited for precast concrete elements, and steel, but right now not aimed at cast-in-place. We will continue to develop this extension, though! So stay tuned. Right now we only deliver it to our customers in the Nordics, and it's not free :)

Hi, thanks for asking, but this is a question that would require some discussion. It is best if you contact Tekla support. Are you in Denmark, Norway or Iceland? If so you can reach out to our support team, if not please contact your local partner, we are sure they are happy to assist!

Hi, the link works, but unfortunately it is only available to our Tekla customers for the time being.

Thank you !

Thanks :)

Hi @40ushek - thanks a lot! Yes, it was wrong. Here is the correct link: buildingpoint-scandinavia.com/blog/tekla-logging-tool-helps-nils-loff-improve-efficiency-in-production

Hi! I'm sorry, but that file isn't available for sharing, it is from a live project that we were engaged in with permission from the customer. I'm sure you can find lots of example files out there! Sorry, we trust you understand :)

@@BuildingPointScandinavia sorry to bother you again but I need help for point cloud ,client give me a .rcp extension file Can I open this in tekla in any way, I know it’s a AutoDesk extension file but client argue to work from this .rcp file in tekla model

Could you be more specific? Which time in the video are you refering to?

​@@BuildingPointScandinavia 3.17 out of two diagrams (on left) one shows BMD.... I can't see such a diagram in a transparent view....

Glad you think so!

Yes, thanks!

Thanks, appreciate that! We put in an effort, and it is what it is... :)

Hi there! Thanks for asking, but I think you should contact your local Tekla tech support, this will probably require some interaction with you :)

We recommend the Business Premium. Not completely sure if that's required but seems likely... Suggest you reach out to the local Trimble reseller :)

You're welcome

Thanks for the comment :)

This is something you should contact support about (your local reseller).

Well, thank you for that! Same to you!

Thanks for the nice comment!

Thanks!

Thanks :)

You are welcome, thanks for the kind comment! Please share :)

Thanks :)

Thank you!

Thank you!

OK. Thanks for sharing ;)

Not sure... We suggest you reach out to your technical support locally :) Tip: You should inform about which version you are using, it makes it easier for the community to help :)

Hi there, sorry for late reply! It's best if you contact your technical support team about this ;)

Thanks!

Thanks!

Thanks!

Thanks!

That is a bit hard to answer without any more info :) I suggest you contact your Tekla Technical Support locally

You're welcome!

Thanks! :)

Thanks for the nice comment :) We assume you found the advanced training? kzbin.info/www/bejne/mmK0pJqHaMhnlbssi=ZosVihUL8RWoU1we

Glad it was helpful! There will always be room for improvements ;)

Thanks!

Thank you, great to hear! :) Follow us on LinkedIn to stay up to date: www.linkedin.com/company/buildingpoint-scandinavia

Hi, sorry for late reply :) Fredrik's reply: In this case the fy for all steel parts was 355MPa. If the requirement is 0% plastic strans in the connection then 355MPa is the max limit value. But a check of an equivalent plastic strain also is performed. The limiting value of 5 % is suggested in Eurocode (EN 1993-1-5, app. C, par. C8, note 1), this value can be modified by the user in Code setup. CBFEM method can provide stress rather higher than yield strength. The reason is the slight inclination of the plastic branch of the stress-strain diagram, which is used in the analysis to improve the stability of interaction calculation. This is not a problem for practical design. At higher loads, the equivalent plastic strain rises, and the joint fails while exceeding the plastic strain limit. Read more here: www.ideastatica.com/steel-verification

You're most welcome!

Hi, sorry late reply! All fundamental Load combinations can be selected to be included in the code check, but if seismic and accidental load combinations are enveloped, then they can not be included, as equilibrium will not be obtained. You can read more about import of Loads from FEA software Here: www.ideastatica.com/support-center/loads

@@BuildingPointScandinavia, no worries, for the late answer. I have a steel support, for which Idea Statica will import only fundamental load combinations all unbalanced. So, the explanation of Idea Statica just does not hold. These let's call them special, load combinations(see seismic) will not be selected by Idea Statica because of some equilibrium but, can be manually inserted, regardless of equilibrium. I must say, Idea Statica must change something around here. Thanks for your time and kindness!

Thank you for the kind comment! We will continue to create videos with tips and tricks for Tekla Structures, IDEA StatiCa, Trimble Connect and other digital solutions! However... every week we can't promise ;)