Відео

Moment Distribution Method.

Zo value for category ii is 0.05 as per table 4.1. why did you select 0.3.

Thanks 🎉 You saved mee broo

A good video, but continually waiting for the hand drawing thing get´s to be annoying.

Could you please explain more about the moments, i am very confused

Are the 2 span and 3 span statistically determinate or not?

Thank you for sharing. I am living in Denmark now, but in Aarhus, and I am thinking of giving Denmark one last chance and moving to Copenhagen. I have all of the same issues in the Aarhus area, but I am thinking maybe it won't be as extreme as in Aarhus. The Danish landscape, nature and weather is the strangest issue for me though. I come from the Lithuanian coast and my country is just as flat, cloudy and sometimes has a lack of winter like Denmark, but I still feel like the Danish one is always worse. I think the Danish nature and landscape just feels kind of controlled, planned or fake compared to Germany or Lithuania. It is more similar to Netherlands which just feels wrong in some way. I also visited Norway a lot in my life, which has the same problems as Denmark, but has wild and beautiful nature and the life there feels just fine. For me as a Lithuanian even though my country is doing quite well economically, the people back in Lithuania is something I do not miss as they are not the same people when they are in herd as they are when they are expats.

Thanks❤

Brilliant! Really appreciate your content.

Influence lines

Thank you thank you thank you. I use the webpage everyday. I am studying to become a structural engineer.

Hi Laurin, good to see you online. It hasn't been a week, and we miss you already in Copenhagen..

so the tension is at the top of the :( beam in 6:07

Your contents deserve millions of views. Precise and concise! Thank you.

Great job, Laurin, thank you for all your effort!

can you tell us the clause which calculates e?

thank you

You're a great source of knowledge and a credit to the industry. Thanks for all your hard work!

Great job

Finally! Thank you, Laurin, great job!

Thanks, this is great information

This series on load combination calculation, beam design, and similar topics are excellent. You have an incredible talent for making even the dullest and complex subjects interesting and concise. I'd also love to see a video on calculations for sloped roofs. Cheers, and thanks! These videos have saved me a lot of time.

Useful vedio. Thanks

Hey, I'm a civil engineering student on my 6th semester studying in a small bangladeshi college and your videos are the only ways I learned crucial math like these. Even though some standards are different here, you help make things easier to learn.

I'm a first-year student of architecture at Juba University in South Sudan. Since I started watching your videos, I have been focusing on the structural system.

This is a great short video 👏… can you show an example please

Thanks 🙏

Hi, thank you so much for this helpful video. I am from the UK and have a huge end of year project where I have to produce a detailed design for a multi-storey building. I have been using the 'Manual for the design of timber building structures to Eurocode 5'.This video title states according to euro code and yet looking in this manual the equations and method is very very different. I have already used your method and equations in this video for the design of my timber joists, and don't know what to do. Whether to continue with yours as to whether it is right or what is seen in the manual even though. both of you claim to be according to eurocode. I really need help😅

Could you please show and explain how Wind loads from Eurocode applied to Open structure like Pipe Racks or Cable Racks?🤔

why did u take bigger value for width and smaller for length

i love this

Easy formula is M= 2j-3.

This is really helpful 👍

what about for roof?

Thanks for the guide - really concise and clear. It helped having a copy of EN1991-1-4.

This was a really great video and so helpful for a project that I am working on right now. I was wondering, is there any guidance for how to determine internal pressure co-officiants? That's something else that confuses me. I have read the code and know that essentially its either -0.3 or +0.2. Is this all there is to it? This code is so confusing!!!

Thanks for clearly explaining! I find this channel just in time✔️

Hello dear i would like to know about which software whiteboard animation you use for creating this video. Thank you

Many thanks. How about h>= 2b in EN1991-1-4, Figure 7.4 there are 3 levels of qp(z). Do we need to multiply Cpe with each faces (A,B,C...) with this 3 levels of qp(z) to obtain wind load at each of these 3 levels?

- [00:00] 🏗 Timber beams are commonly used in buildings, such as ceilings, roofs, and garages, and this video demonstrates how to design and verify the dimensions of a wooden beam according to Eurocode. - [01:10] 🏡 Most Timber beams are simply supported, and understanding the static system is crucial. This often involves one fixed support and one roller support, which are essential components for flat roofs. - [03:00] 🪚 Timber material selection is based on factors like project span, cost, and personal preference, with choices including structural wood or engineered wood like glue-lam or laminated veneer lumber. - [04:05] 📐 To design a Timber beam, you need to define the cross-sectional width and height, which are based on the designer's experience. This information is crucial for calculating the moment of inertia, which is required for stress calculations. - [05:40] 📈 In the ultimate limit state design (ULS), you verify the stresses in Timber members due to bending and shear. This involves calculating load combinations and comparing resistance stresses to design stress. - [08:10] 🏗 In the serviceability limit state (SLS) design, you ensure that the beam's deflection does not exceed specified values, and you calculate instantaneous and final deflection criteria based on load combinations and material properties.

Upload more videos please.

I like that you gave real examples of each beam's application. Thanks

Thank you, as an engineer from a totally different discipline while the maths is not difficult this gave me a clear grounding of the basics so I can understand how a structural engineer thinks about a problem space. First understand the language then you can start to converse. 👍

Please make vedio on rcc...

Thanks)

And the load should be applied to the columns or the beams ?

Wonderful stuff ! Thankyou 😊

I came across your website coincidently when I was looking for wind calcs. So far I haven’t seen a book that explains wind load calcs to EC as you do in your articles. Please keep up the hard work and it will pay off. You have taught a structural engineer and lecturer in the UK something, so thank you

Thank you so much. I'm a tutor in NZ. Your video is really useful. Please keep it up.