Thank you thank you thank you. I use the webpage everyday. I am studying to become a structural engineer.
@structuralbasics9725 күн бұрын
Hi Martin, Wow that’s cool to hear that you are using the page everyday. If you have recommendations for improvement text me at [email protected]
@AsserMunch29 күн бұрын
Hi Laurin, good to see you online. It hasn't been a week, and we miss you already in Copenhagen..
@structuralbasics9725 күн бұрын
Hi Asser, Good to hear from you too. Miss you guys as well.😄
@EmmaNunez-l8f29 күн бұрын
so the tension is at the top of the :( beam in 6:07
@structuralbasics9725 күн бұрын
Hi Emma, Yes tension is in the top of the cantilever beam. For the simply supported beam tension occurs in the bottom.
@adelodunolawuyi194229 күн бұрын
Your contents deserve millions of views. Precise and concise! Thank you.
@structuralbasics9725 күн бұрын
Wow thanks. 🙏
@tomkardy577529 күн бұрын
Great job, Laurin, thank you for all your effort!
@structuralbasics9725 күн бұрын
Thanks Tom! Great to hear you like it.
@aqibh360Ай бұрын
can you tell us the clause which calculates e?
@abdullahhabibi8415Ай бұрын
thank you
@structuralbasics9725 күн бұрын
Great to hear that it helped. Laurin
@a.mackinnon69582 ай бұрын
You're a great source of knowledge and a credit to the industry. Thanks for all your hard work!
@structuralbasics972 ай бұрын
Thank you! 🙏
@Twalha2 ай бұрын
Great job
@structuralbasics972 ай бұрын
Thanks!😊
@tomkardy57752 ай бұрын
Finally! Thank you, Laurin, great job!
@structuralbasics972 ай бұрын
Glad you liked it.😊
@cocozy8523 ай бұрын
Thanks, this is great information
@structuralbasics973 ай бұрын
Hi! Glad you liked it. Cheers, Laurin
@amirghadiri39443 ай бұрын
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.
@structuralbasics973 ай бұрын
Hi Amir, Thank you for your great feedback! I'll take your suggestions into account when scripting the next videos. Cheers, Laurin
@uvaraj63283 ай бұрын
Useful vedio. Thanks
@structuralbasics973 ай бұрын
Thanks!😊
@uvaraj63283 ай бұрын
Your explaining very well , can you add vedios anchor bolt verification for concrete due to tension and shear.
@structuralbasics973 ай бұрын
@@uvaraj6328 At some point yes!
@masterelf425903 ай бұрын
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.
@structuralbasics973 ай бұрын
Hi! That’s great to hear that videos are helpful. I will try to upload more regularly. Laurin.
@agelanger48203 ай бұрын
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.
@structuralbasics973 ай бұрын
Hi, That’s great to hear. The structural and static systems are really important for designing a structure correctly.
@chordez3 ай бұрын
This is a great short video 👏… can you show an example please
@structuralbasics973 ай бұрын
Hi! Thank you. Appreciate your feedback. Yes, here's a step-by-step article I wrote which shows how to design and verify shear walls. www.structuralbasics.com/shear-wall-design/ Cheers, Laurin
@chordez3 ай бұрын
@@structuralbasics97 Hi Laurin, thank you for letting me know. Quite informative blog indeed! are you planning to post one on Masonry since you mentioned it among other materials? 😁 Cheers
@structuralbasics973 ай бұрын
Hi again :) Yep, here's a guide for masonry shear wall design. www.structuralbasics.com/unreinforced-masonry-shear-wall/
@anagonoustanislas4 ай бұрын
Thanks 🙏
@structuralbasics973 ай бұрын
You’re welcome 😊
@davidoffei-manu93186 ай бұрын
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😅
@structuralbasics973 ай бұрын
Hi, I don’t know what equations the book shows, but you should always get a copy of Eurocode and don’t just use equations from a book blindly. Each country also has a national annex which sometimes defines formulas differently than the general Eurocode. Hope this helps. Laurin
@ДонатДонат-ж8ж7 ай бұрын
Could you please show and explain how Wind loads from Eurocode applied to Open structure like Pipe Racks or Cable Racks?🤔
@anonymouscommenter86377 ай бұрын
why did u take bigger value for width and smaller for length
@Mrgrace5327 ай бұрын
i love this
@structuralbasics977 ай бұрын
Thank you!
@gaudencioalcivar16427 ай бұрын
Easy formula is M= 2j-3.
@structuralbasics977 ай бұрын
Yes, that works as well.
@imanayt_j8 ай бұрын
This is really helpful 👍
@structuralbasics977 ай бұрын
Good to hear😊
@anonymouscommenter86378 ай бұрын
what about for roof?
@structuralbasics977 ай бұрын
We don’t have a video on that yet, but you can check out our blog post: www.structuralbasics.com/how-to-calculate-the-wind-load-of-a-pitched-roof/
@harrywilkinson4448 ай бұрын
Thanks for the guide - really concise and clear. It helped having a copy of EN1991-1-4.
@structuralbasics977 ай бұрын
Thanks Harry!
@nabilkhalifa31219 ай бұрын
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!!!
@structuralbasics977 ай бұрын
Hi Nabil, That’s a good and tricky question as internal wind pressure isn’t that easy to understand. On a project where I designed suspended ceilings I used the coefficients 0.2 and 0.3 as you mentioned. However, when you have large openings in a building like a warehouse you should use the normal coefficients on walls if not even increase them bc of the increased pressure difference.
@mehrafarid783510 ай бұрын
Thanks for clearly explaining! I find this channel just in time✔️
@structuralbasics9710 ай бұрын
Hi! Good to hear that it helped. Cheers, Laurin
@Eng-Ispuraash Жыл бұрын
Hello dear i would like to know about which software whiteboard animation you use for creating this video. Thank you
@structuralbasics97 Жыл бұрын
Hi! The software is called Doodly. Cheers, Laurin
@samsokheng4488 Жыл бұрын
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?
@EasyDetails-nr6bo Жыл бұрын
- [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.
@iqrahameed8875 Жыл бұрын
Upload more videos please.
@structuralbasics97 Жыл бұрын
Hi @iqrahameed8875, I will. I am currently editing the next one. I will drop in 2-3 weeks. Cheers, Laurin
@anton9004 Жыл бұрын
I like that you gave real examples of each beam's application. Thanks
@structuralbasics97 Жыл бұрын
Hi Anton, Thanks for the feedback. Yeah I am trying to show as many examples as possible, because I didn’t get these when I was still a student in university.
@990Robson8 ай бұрын
Yes! It's great.
@richardteychenne3950 Жыл бұрын
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. 👍
@structuralbasics97 Жыл бұрын
Hi Richard, 👋👋 It's great to hear that the video helped you understand the basics of structural engineering better. Cheers, Laurin 😎😎
@liamjackson1509 Жыл бұрын
Please make vedio on rcc...
@structuralbasics97 Жыл бұрын
Hi! Will come at some point for sure! Cheers, Laurin
@shiderbayev Жыл бұрын
Thanks)
@structuralbasics97 Жыл бұрын
Hi, Thanks for your good feedback! Cheers, Laurin
@javieibarra3259 Жыл бұрын
And the load should be applied to the columns or the beams ?
@structuralbasics97 Жыл бұрын
Hi, That depends on the structural system. It could be that the facade is designed in a way that it’s supported by the floors. In that case the facade needs to be designed to resist that wind load. I have only seen cases where the facade was connected to the floors. However, in theory, the facade elements could also be connected to the columns. Then the columns need to be verified for the wind load. In both cases, the wind load gets distributed to the floors and from there to the walls or stabilizing system. And then down to the foundation.
@javieibarra3259 Жыл бұрын
@@structuralbasics97 that makes sense, thank you for answering !!
@structuralbasics97 Жыл бұрын
Happy I could help! ✌️✌️
@jamesjosephkerry7079 Жыл бұрын
Wonderful stuff ! Thankyou 😊
@structuralbasics97 Жыл бұрын
Thanks James for the good feeback!💪💪
@chordez Жыл бұрын
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
@structuralbasics97 Жыл бұрын
Wow, thanks for the amazing feedback! That’s motivation.🙏🙏 And yes, I will keep up the work to put more easy-to-understand-guides on the web. All the structural engineering knowledge is hidden in expensive books or the brains of engineers.🧠🧠
@chordez Жыл бұрын
@@structuralbasics97 I actually agree, showing practical knowledge and explain it visually as you do will certainly help anyone who is interested in learning the subject. The more images and diagrams the better for new learners and professionals. Good luck and don't give up! I will follow up with your videos and spread them as much as I can.
@structuralbasics97 Жыл бұрын
Yes definitely! Visualizations are vital. Thank you. I appreciate it. 🙏🙏
@EthanTJohnson Жыл бұрын
Thank you so much. I'm a tutor in NZ. Your video is really useful. Please keep it up.
@structuralbasics97 Жыл бұрын
Hey Ethan, ✌️✌️ thank you for your great feedback. That keeps me going. I am publishing a video every 2 weeks. 📺📺 Cheers, Laurin