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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 . ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-EW7B26L95lA.html
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!
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?
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?
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!
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?
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 !!!
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.