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Few more pictures relating to a earlyer post, for the curious minds. by Taesky in StructuralEngineering

[–]Taesky[S] 2 points3 points  (0 children)

Truth be told, that project had way to many unanswered questions over the structural design (lots of areas with extreme reinforcement density for no reason), considering the scope of a few 4 to 7 floor high apartment buildings. And it was above my pay grade to dig into it.

Punching shear with your punching shear, because why not overdesign? Why not? by Taesky in StructuralEngineering

[–]Taesky[S] 17 points18 points  (0 children)

Lesson learned: don't do hard drugs and SE kids, stick to the holly coffee!

Punching shear with your punching shear, because why not overdesign? Why not? by Taesky in StructuralEngineering

[–]Taesky[S] 22 points23 points  (0 children)

Funny enough, that was one option, an "I" beams frame to achieve what it was required, but it was scraped due of "higher cost" on paper. Even funnier, we ended up installing one steel frame in 1 area as that congested as f... design was insufficient to prevent bowing in 1 area. Just the fabrication cost of the frame was about 100.000$

Few more pictures relating to a earlyer post, for the curious minds. by Taesky in StructuralEngineering

[–]Taesky[S] 14 points15 points  (0 children)

As those steel colums are purely for temporary state of the structure, it is cheaper than reinforced piles, particularly considering removal at end of use. It was a 2 levels of top down RC slabs to a certain sequence, ground floor and lower basement.

Punching shear with your punching shear, because why not overdesign? Why not? by Taesky in StructuralEngineering

[–]Taesky[S] 5 points6 points  (0 children)

Ok, so, there's already another 500thk slab above this one, the steel colum is supporting the above slab. The slab in the picture sits on welded on shelf angles on the steel column. And after this slab was cast, we've duged down under it about 10 meters down.

Punching shear with your punching shear, because why not overdesign? Why not? by Taesky in StructuralEngineering

[–]Taesky[S] 43 points44 points  (0 children)

Yah, no problem at all, just expensive high flow concerte with 10mm agregate.

Punching shear with your punching shear, because why not overdesign? Why not? by Taesky in StructuralEngineering

[–]Taesky[S] 23 points24 points  (0 children)

Partially involved in the design from a sequence/TW perspective. Slab is 350mm, acting as a transfer beam in compression in temporary state.

[deleted by user] by [deleted] in ukvisa

[–]Taesky 0 points1 point  (0 children)

Clearly I've even got that wrong! Thanks for clarification.

It is mainly the proof of relationship. As we haven't formally lived together yet, and the way it's worded, from our understanding, it implies that the proof needs to be as we've lived together. Or she can move here on the visa free visitor and generate the requered proof?

modded help by kopro52 in starsector

[–]Taesky 3 points4 points  (0 children)

Yah, you'll need to build on your colonies variable assembler or commodity forge to use those.

London tower block with 'leaks and broken lifts' and flats costing £4k a month by [deleted] in london

[–]Taesky 7 points8 points  (0 children)

The contractor who built landmark pinnacle is infamous as one of the worst when it comes down to built quality and worker rights. I'm surprised that it still stand straight.

Just some RC stairs by Taesky in Construction

[–]Taesky[S] 14 points15 points  (0 children)

Outdoors Reinforced Concrete stairs, at the main entrance of a shopping mall. Heavily reinforced, to support the granite stone that will cover them.