Відео

can't access the link in the description, could you please update the link

How about partially open building?

The link to the full recording no longer works. Can you update the link?

THE Link you mentioned for complete recording is not working it says files not found

long videos will be highly appreciated.👍👷🙏

also the link is not working

I did not found the book? where I can buy the book? is it gonna by send along with the video?

Thank you

Hi, where can I watch the full video? Cheers.

True, you don’t see much in the books on this topic in terms of diagrams and information.

Thanks for your awesome video ❤

Is there a Part 3 for Chapter 11 Seismic Design Criteria?

I NEED ITS PDF

Can a welder qualified by PJP joint preparation. For ex. BC-P2-GF preparation

Hai, I am from India, currently I am working on phoenix and california projects I am struggling on understanding the us plan and not having key framing of roof and floor plan. If you could provide some ideas for roof and floor framing it would be useful for many engineers like me. Also not able to understand the connection part and how to check for connection calculation..

"promo sm" 🎊

I need more

Hello, Where can I get the full webinar?

Thank you very much for the clear and concise presentation.

Excellent interpretation.

This ad is hilarious! I love it! I am definitely getting one of these pillows.

🤗 ｐｒｏｍｏｓｍ

How do join the full seminar? It’s not just 6 mins seminar, right?

Good job

Good job

🌹 𝐩яⓞ𝓂𝓞Ş𝐦

Does it have SI Units or just English units?

i want to learn this course since in my university and in any others universities in pakistan this course is not being taught

To take out the wave in the cable before you pour do you place tension on the cable before you pour!

Where do you go to get the rest of the vid

This was a lovely presentation and I enjoyed the humor of the family of four... I am curious to the three inches of elongation and then failure... I would love to know the ass-built profile vs installation and failure ratio... I am theorizing that the profile creates excess torque in the strands and they bind and change their point of "pulling" not on the "dead-end" as much as pulling "midstream" on the bond strands (as in they are twisted and locked)...

This foo sounds like the old man from family guy that whistles when he speaks

This is only a preview, where is the critical subject matter

Where is the full subject matter?🤷🏽‍♂️

Thanx sir

this is not about design at all

no design or examples

Sorry but I didn't see any design or design examples

bruh

good vid..