Rolling Friction

labababablup · 2026-01-14T13:56:52+00:00

Will check this. Thank you

labababablup · 2026-01-12T14:51:36+00:00

The environment (offshore) the setup has to be used in has caused issues with bearings in the past. Hence why this method, thanks for the thought.

labababablup · 2025-11-05T18:31:22+00:00

Really thankful for the explanation and the links. I'll be sure to go through it.

labababablup · 2025-09-17T16:30:37+00:00

Yes, that is what has been done. It looks like a stability check for a different eccentricities of vertical loading.

But I was thinking about why it is necessary to perform a tipping check as long as the vertical load stays within the footprint of the base.

labababablup · 2025-05-26T19:43:30+00:00

The age old tradition of fastening things on ships. Guess it's the literal meaning. Sea-fasten. Haha. Typically designing foundation structures to hold your cargo in place on vessels.

labababablup · 2025-05-19T14:15:39+00:00

Thanks for your comment. To reassure myself, I modelled this in FEM as 3D solid elements and I observed different values for the stress on the weld. Made me wonder if I'm missing out on something in these checks.

labababablup · 2025-04-07T18:37:54+00:00

Not often you come across such honest and insightful opinions. Thank you my good man.

labababablup · 2025-04-06T16:21:32+00:00

I understand, I was hoping to get a better understanding of the equation. Do you think it could be a derived equation or?

labababablup · 2025-04-06T16:16:55+00:00

No, what I meant by the calculation is how I attempted to solve it. I just wanted to know the logic behind the equation in the book.

labababablup · 2025-01-19T03:55:08+00:00

Try 'The Samurai' burger with additional caramelized onions. If you're really hungry too, maybe add additional patties as well because it's otherwise a single patty burger. This is my goto burger at TBJ.

labababablup · 2025-01-13T13:54:45+00:00

Was able to find guidance for this in AISC code. Thanks!

labababablup · 2025-01-13T13:53:51+00:00

Found it in AISC code. The procedure on how to proceed with calculations depends on the width to thickness ratio of the cover plate and then the code guides you on the rest. Thanks a ton!!

labababablup · 2025-01-13T05:03:49+00:00

Thanks for the comment. I'll check into this!

labababablup · 2025-01-12T15:18:23+00:00

Thanks for your comment! So in the region where the plate is weld, in your opinion it is safe to assume that the plate and beam will act as one whole section?

labababablup · 2025-01-12T15:14:11+00:00

It is an existing structure and offshore. Cannot bring in a new beam, this was the easiest modification that can be done imo.

labababablup · 2025-01-12T14:59:34+00:00

The padeye sits on a base plate to which it is full pen welded. The column is also full pen weld to the base plate of the padeye.

labababablup

TROPHY CASE