Видео

thanks george michael

Please bring back dnv standard

Please review how you would use the wood lateral analysis for shear walls

Awesome! Can we see detail about weight of tank?

So Educating...thank you so very much.❤

Anyone else here for engineering

Indian codes supported in this?

Unrelated to this video, but wondering if you have any plans to implement fully BIM modelling ion your software in the future? Such as Tekla? For example of connections of steel members can be modelled directly in Structural 3D and then the FEA analysis to be done in the same environment, it would be a huge achievement! You already have the FEA capability in your software suite.

Good stuff 👍

I am trying very hard to paste but it is not working. What am I doing differently?

ขอบคุณครับผม

It gets better and better. Thanks!

Interesting modeling capabilities. Can this method be used for designing different types of for example Steel connections? Or Wood connections? Thanks.

Nice one, Engr Emeka

Will it work as per BIS standards?

hello sir how can i be helped to use skyciv software, something like a detailed training

Is there a feature in the program where it can detect soft story? I can't find it in the software or it has different term.

the sound is a warcrime

How to calculate Fy's if we have another force at the end of the cantilevered beam (roller support)?

Nice video - Can local buckling be captured?

Nice try but it is my opinion that needs more referring wind forces, lateral reaction to analysis, and design shear walls, etc.

Dear Trevor Thank you for your nice video. Would you explain me the philosophy of increasing the loads and decreasing the resistance in LRFD design method . If we are at the elastic zone in HOOK curve or pass to plastic zone in LRFD method ? . What is the main concept by increasing the loads if we do not pass to plastic zone, or it is virtual and we remain in elastic zone. I can’t catch the beauty of LRFD if don’t understand the logic of assumes in LRFD . Please clarify it me if possible. My in advance gratitude. H Rahimi

I can see that SkyCiv is evolving and nice video Chris.

Is it possible to design wind turbine foundation?

Interesting video tutorial! I wonder if this great FEA modelling capability which is present in your software can be used (maybe with some tweaks and assumptions) to basically enable the user to model any form of structural elements for FEA analysis? Something similar to Ansys which is extremely user unfriendly unlike your software! Appreciate your feedback.

Good but many times or most of the time, wooden structures are not made up of beams and columns, the walls are always load-bearing so I think that a model must include the walls as structural elements and their contribution as shear walls to take the lateral forces.

Thank you for your explanations and this video of plate and shell element forces. I'm wondering how to calculate total Fxy force (shear plane force? - I'm not sure of this definition) which is parallel to the x direction. If we want to calculate total Fxy force which is parallel to the x direction, we must multiply Fxy force by length which is along the y directions?

Thank you

Very interesting and easy. keep it up Emeka

So easy! Thanks

Truly interesting and helpful ❤

Go Structural Engineers!

Was the area load you added to this going in the +Y direction instead of the -Y direction? If so, it would probably be more helpful to revise the tutorial to get sensible results that you can demonstrate in more detail. It would also help to have a more realistic example to show.

Helpful tutorial. I have struggled to incorporate crossbracing cables in my S3D models. The solver generates errors, mentioning it needed to remove a cable element for certain load cases, found unusually high displacement values (perhaps because a cable was sagging ?) ... and generally left me baffled. This video gives me some things to try so that crossbracing cables, important to my designs are used without my recent kludges: thin steel angle defined as "tension only" ...etc. Really hope I can fix my cable issues as for me they are really important elements. Because I am an amateur (not a structural engineer) using SkyCiv for my projects, I want to avoid asking questions of the SkyCiv support dept that a formally trained structural engineer would likely not find a need to ask. The SkyCiv FEA tool has already been invaluable for my design work. Will continue to learn about correctly setting up my models from SkyCiv tutorials. Certainly my residential design product/project will require hiring a professional structural engineering firm to analyze and sign off on the design, I use SkyCiv to validate my own design decisions along the path so the design is within a practical range of feasible before it is submitted for formal analysis.

Promo-SM 🙃

ขอบคุณมากครับ

Excellent, thank you. It is the 1st time I come to realize that you can build a model in SkyCiv without structural members. Great tutorial for MEs!

Love your amazing software! It is so much better to have a cloud-based software and have everything at one's fingertips instead of having to search through folders inside folders, etc.! And the user interface is so easy to use too!

thanks so much bro.

Thank You 👍

I like it that you guys include modelling tips in these videos too!

Such a wonderful software this is! I am a subscriber and love it!

I think you guys should redo this amazing demo at better quality for newer generations. It helped me a lot! Thank you! SkyCiv fan now :)

I hope you will add FEA modeling and results for every structural shape. Something similar to Ansys.

Hi, if I wanted to find out the shear force diagram of an L shaped beam with forces on the bottom of the L and the side (longer part of the L) is that possible?

Good day sam im from south africa. Do you have the SANS codes

Mx induces sigmay not sigmax?

folk you idi0ht, it is not free mothafuka

The tutorial I was just looking for! Thx for sharing. SketchUp+Skyciv = game changer !

Awesome video thank you