วีดีโอ

niceee

Would love for your team at ground force to see our stretch sheet lifting jig video. It can be used dig and push or dig and drop . th-cam.com/video/EW7B26L95lA/w-d-xo.html

A subscribtion has been earned by this well presented video.

Brunette version Jude Law gives 5min intro on steel section classification 👍😆

What is the strength reduction of multiple welding paths? (when you heat 2 or 3 times the same area of a T6 allow)

How to available

Trench shield, good to sort out the digging near the retaining wall or existing foundation

brilliant

Now look at the floor off the bucket

hi Steven, thank you. a great informative short video, where to find the tech note 7?

Thanks Steve - very well explained!

Bravo Steve for your excellent presentation! Any Link for the so mentioned Note 7, please?

Awesome! I am intending to build one of those but struggling to find information on best practices and how to work out clearances and tolerances for the piston as well as seals. Thank you for informative video!

good

Hindi me videos banae mem

Very nice Vedeo Technical

Hello sir I have a question regarding another subject, If you please. How we transform a moving load next to RW to a surcharge load KN/m2 ?? Thank you

it feels weird to understand all the jargon used here

this looks like fun

Loads can be awefully hot there too is my guess. Cream in your coffee?

Excellent presentation, thank you

hello Steven, what happens if you use a thermal break in between the end plate and column? What if the thermal break compresses? How do you account for this? How do you calculate how much the thermal break compresses?

AN AMAZING INFO .. CAN YOU PLEASE ADD RESOURCES FOR MORE INFO ABOUT PROGRESSIVE COLLAPSE OR ANY PAPER ABOUT IT >> THANKS

Is using excavator for lifting the shoring components safe?

This video is very informative

I want to make hydraulic cylinder.. please can you help me with some notes and explanation on it...

m.th-cam.com/video/A9WUlKlRjgc/w-d-xo.html

Thank you so much for the video. Would be great if you could advice on below questions: If I have diagonal strut at corner location, and this will actually transfer some sort of axial force into the waler right? Can I install sufficient shear studs and shear connectors to ensure the load is being transferred to the wall behind waler?

That first electrofuse is no good. I can see it from a mile away

Thanks Steven - great presentation - and the Northern accent reminds me of home!

Great video!👍👍👍👍👍👍👍

Great video!👍👍👍👍👍👍👍

👍👍🇧🇷🇧🇷🇧🇷🇧🇷🇧🇷

Great video, thanks a lot

Do you find your empirical "young modulus of the fluid" varies with stroke and temperature? I've found this variable to be quite difficult to pin down!

Nice job man

very intresting video! thank you!

thank you

Awesome work! Just wondering, how did you guys do your welded connections to the sheet piles, especially on the small walls where there is not much room to weld?

Very well explained... Good one

Thx mate

Thank you for all your videos. Your writing can not been seen very clearly on the screen, presumably your pens were running out of ink. Could you please use a new pen and write and draw clearly, otherwise your followers would not be benefited from your u tubes videos !!!

Is it available in India ?

Hi. I have gone through various design codes. Strangely, only Eurocode 3 provides the cross-section classification limits with Class 1, Class 2 and Class 3 limits for the members under axial compression. While the rest of the codes just provide the yield limit. I know the basis for Class 3 as yield limit. It would be of great help if you could let us know the basis for Class 1 and Class 2 limits for cross-sections under axial compression in Eurocode 3. Regards.

Lot of thanks sir

Tell mean the meaning of this compact section,semi compact section

Good 👍