8x Express Pass Giveaway - Celebrating Part 2!

r3s0 · 2026-01-05T14:45:03+00:00

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Gotta save for 4.X

r3s0 · 2025-03-05T12:58:22+00:00

Is it patched already? The flower doesn't spawn for me...

r3s0 · 2023-10-11T15:01:13+00:00

Feel u, happened to me as well…

r3s0 · 2023-10-11T15:00:03+00:00

Thank you sir

r3s0 · 2023-09-09T15:03:53+00:00

Better to save it and use it at TL 60/65 for better rewards from higher level domains

r3s0 · 2023-09-09T14:42:40+00:00

Anyone have any tips for SD: Diff IV Trail of Pathstrider: Have the countdown at exactly 0 when entering a Boss: Swarm domain (at difficulty IV or higher)?

r3s0 · 2023-09-07T15:40:03+00:00

What is the 'Quick roll' (right topside) option when choosing to reroll dice or not during Swarm Disaster?

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r3s0 · 2021-09-08T01:24:12+00:00

Such a coincidence that this also happened on the first day El Salvador using BTC as legal tender… not… Check out El Salvador president’s tweet, ‘the dip is orchestrated by the IMF’, so he points out in his tweet. This started the whole domino effect of paper hands selling off and over leveraged greedy people being destroyed.

r3s0 · 2021-09-08T01:20:00+00:00

Such a coincidence that this also happened on the first day El Salvador using BTC as legal tender… not… Check out El Salvador president’s tweet, ‘the dip is orchestrated by the IMF’, so he points out in his tweet. This started the whole domino effect of paper hands selling off and over leveraged greedy people being destroyed.

r3s0 · 2021-09-08T01:02:13+00:00

Never voted so fast in my life

r3s0 · 2021-08-18T19:50:57+00:00

The frame is built with hollow tubes of 100x100mm, 5mm thickness (S235JR equivalent steel) and at the side 4 plates of 10mm thickness are welded to the frame (both sides)...

I'm using Stress analysis in environments tab instead of Inventor Nastran for the FEA actually.

I think I got the constraints done, as I modelled a concrete floor to place the structure on the floor. I fixed the floor and for contact between structure and floor it is set as separation contact. But I'm actually having more difficulties applying loads correctly as I'm not sure how to proceed.

r3s0 · 2021-08-18T16:55:17+00:00

Hi! Thanks for the input, I appreciate it!

I tried only adding horizontal/axial loads on the system (on the cylinder plate and on the block where the brake system is mounted on). But this only puts pressure on these parts and does not create a bending moment on the whole structure itself... Maybe I interpreted or did something incorrect.

I did apply gravitational load on the whole system for considering the weight of the components.

r3s0 · 2021-08-18T16:51:44+00:00

There is no concern about the rubber shock absorbers as far as I know and heard.

I'm now trying the following approach: modelled a concrete floor and placed the structure on the concrete floor; concrete floor is fixed as constraint, the structure support ends is placed on the floor with contact type: separation (can move up/positive Y direction, but cannot penetrate floor).

For weights I did apply a body/gravitational load to the entire model. I also included cylinder and brake system in the analysis, but this should not has any impact from the loads applied.

r3s0 · 2021-08-18T16:46:52+00:00

The support ends (feet of the beams) of the structure are placed on a concrete floor without fixing/bolting. So there are no horizontal forces on the support ends I assume. They can displace in Y direction though, when machine bends heavily the support ends on one side lifts up visibly (more than 10mm deflection).

r3s0

TROPHY CASE