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Hi friends, Today's newsletter won't be technical as I wanted to share with you what I've been up to recently and how the development of module 3 is going. I haven't been working on Structural Basics stuff as much as I usually do for the last 3 months. The reason was that I moved to a new apartment with my girlfriend, I went on a few skiing trips, marathon prep and I got involved with real-estate for the first time. As you are reading this, I’m at the notary’s office signing the contract for my first flat which I will be renting out. So lot of stuff has happened in my private life. Me and my girlfriend are still adapting to the new apartment which has much more space than we had previously and we are still on the furniture hunt. Progress in my structural engineering careerCareer-wise I've also learned a lot in the last couple of months. I finished a very challenging refurbishment project of a retail store where we didn't have any drawings or calculations. The client wanted to have a steel staircase in the center of the building. To do that we basically needed to "cut" a large whole in the rc slab which changed the static system. Earlier this month I was invited to the opening of the new retail store. Here are a few pictures. The last 2 months I've been working on my first larger-scale timber project. I've done many timber roofs and smaller timber structures before, but especially the connection design of larger timber structures is quite different to those residential timber structures which I teach in Module #2. 2 weeks ago I was invited to the Dlubal podcast by Daniel Dlubal which is probably the biggest podcast in the AEC industry here in Germany to talk about Structural Basics, my experience abroad and what digital tools I use. The podcast is not out yet, but I will share it once it's out. Those of you who remember that I also got invited to a podcast in January. It's still not out, haha. It's a lot of work. Update on module #3As I already said: I didn't work that much on module 3 as my time was limited. But I've already come far in October, November and December. And I have to say: It includes so much knowledge, from how to use FE software to design reinforced concrete slabs, to fire design verifications to vertical and horizontal load transfer to reinforcement sketching and much more. I will give you an overview of what module 3 covers soon. Unfortunately module #3 becomes quite large. I expect it to be at least 150 pages. I am currently at 95 pages. I finally had a few days off the last 2 weeks to work on module #3 again and I've now covered the calculation and documentation of at least one element of each element group. Like for example I've finished the documentation of the verification of the rc slab above the ground floor but not of the slab above the basement and above the garage. So most of the work is done. I hopefully finish module #3 before July. Final wordsThat was a little update from my side. I am super hyped what's coming the next few months in my private life, in my job and also with Structural Basics. I have never felt so much joy in a place as I do now in our new apartment with my girlfriend. At the same time I am very grateful for how things are playing out recently. Especially for everyone of you who is reading my newsletter each week. I really hope it helps you understand structural engineering better! With that being said, I see you in the next newsletter. Let's design better structures, Laurin ↓ Follow me on Social Media. ↓ |
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Hi friends, Renovation projects sometimes demand special structural designs. In this newsletter, we’ll discuss one of these special solutions – double timber beams. This structural system is useful in case the loads increased due to a changed usage of the floor above and the existing beam needs to be strengthened. In this newsletter, I'll show you how to design a double timber beam, step-by-step. Let's get into it... The 9 Steps to Design a Double Timber Beam Step #1: Static System of the...
Welcome back friends, A major difference between timber and reinforced concrete or steel is that most timber elements are simply supported with hinged connections, because moment‑stiff connections are much more difficult to design in timber. But it is possible to design moment stiff timber connections. Timber warehouses and sport halls with frames often have moment stiff connections in their corners. I have also designed a few moment stiff connections like a frame in an industrial hall which...
Welcome back to the Structural Basics newsletter friends, It's been 3 weeks since the last newsletter. I am sorry about that. Work has been busy. I am currently working on 2 schools and a big warehouse. All of them are either in the execution phase or close to that and very different from each other. The warehouse is in precast and in-situ concrete with a few steel structures. One of the schools is partly in timber with steel trusses and a reinforced concrete basement while also being...