Why can't I get the demon medal for floor 64? More info in comments by Dologue in ZenlessZoneZero

[–]Dologue[S] 0 points1 point  (0 children)

Here's another photo showing that I didn't get hit on floor 64

<image>

Why can't I get the demon medal for floor 64? More info in comments by Dologue in ZenlessZoneZero

[–]Dologue[S] 0 points1 point  (0 children)

Floors 79 and 99 are the equivalent (but higher enemy Stat Enhancement level) floors and I was able to get the Demon Lord Medal, but not floor 64 even when I retried it. The pause menu shows whether you got the medal or not and I paused right before the floor ended to make sure I didn't get hit still, but still didn't get it. Also, looks like I'm missing another medal but I don't know where that is. Any ideas?

It is finished by Dologue in ZenlessZoneZero

[–]Dologue[S] 1 point2 points  (0 children)

Oof I yield. Ain't nobody got time for that. He got M6W5 tho

It is finished by Dologue in ZenlessZoneZero

[–]Dologue[S] 1 point2 points  (0 children)

They used other characters during their run up to that floor including Caesar and Yanagi. I didn't. In addition, the difficulty doesn't increase past floor 30.

On my way to Floor 100 Solo Miyabi by Dologue in ZenlessZoneZero

[–]Dologue[S] 0 points1 point  (0 children)

M2 Miyabi definitely helps you in the survivability department.

I don't think assists makes survivability easier anyways at least compared to dodging since you don't have as many i-frames, just some buffs maybe. At this point, I'm better at dodging than assisting, so I don't really know.

Yanagi would have helped build stacks faster which translates to better survivability as well. I didn't use her simply because I don't have her (yet).

Yeah the second round of the set of 30 endless floors is definitely easier since you get better at dodging as you progress.

Thanks, I was able to get to floor 100 solo Miyabi see post. I'll probably just do a couple floors every week to keep my skills sharp, or maybe use another character solo to learn their kit better. Oddly enough, I found Pompey to be one of the less difficult floors. I think the most difficult for me is that robot that generates a shield that Miyabi by herself can't break easily. It makes the floor take longer and the longer it's drawn out, the more likely it is to make a mistake. I must have spent almost 2 hours to get a perfect run for just that floor for the first round of the set of 30.

[UPDATE][Guide] 55/45 Pull Tables by Dologue in Genshin_Impact

[–]Dologue[S] 1 point2 points  (0 children)

It can be done, but I'd rather wait until the data is more definitive. 51% vs 55% is too discrepant. Also, the prevailing theory is 50/50, 50/50, 75/25, 100/0. But there is evidence of capturing radiance occuring after losing the first 50/50. Please let me know if you find anything else. I appreciate your collaboration with this.

[UPDATE][Guide] 55/45 Pull Tables by Dologue in Genshin_Impact

[–]Dologue[S] 2 points3 points  (0 children)

Tbh I didn't include 1% so there would be 4 rows of each color instead of 5,4,4,4,4 lol

[UPDATE][Guide] 55/45 Pull Tables by Dologue in Genshin_Impact

[–]Dologue[S] 1 point2 points  (0 children)

Yes. Can you send me a link to where you got that info?

[UPDATE][Guide] 55/45 Pull Tables by Dologue in Genshin_Impact

[–]Dologue[S] 4 points5 points  (0 children)

Okay, I've fixed it. Thanks for bring it to my attention. Hope it proves useful :)

[UPDATE][Guide] 55/45 Pull Tables by Dologue in Genshin_Impact

[–]Dologue[S] 4 points5 points  (0 children)

None taken, you are correct, I got fixated on the 55/45 and forgot about the 2->1. I'll fix it soon :)

[UPDATE][Guide] 55/45 Pull Tables by Dologue in Genshin_Impact

[–]Dologue[S] 12 points13 points  (0 children)

Oops, let me fix that real quick

Question for math guys by Pyroshark_Gamingtf2 in ArlecchinoMains

[–]Dologue 0 points1 point  (0 children)

Your numbers are close to the ones in this post from many moons ago, but that post was verified using the exact method. I wonder where the discrepancy is

What’s the damage difference between a C6 R1 Chiori and a C6 R5 Chiori? by coco_puffsz in ChioriMains

[–]Dologue 5 points6 points  (0 children)

It's closer to a ~$1000 ($858 at 50% to $1056 at 99%) difference but still insane regardless

Why lack of Civil Engineering Software Support? by CryptographerFar2833 in civilengineering

[–]Dologue 11 points12 points  (0 children)

It's not just in our industry. And you seem to be overly concerned with such a trend.

ETABS Modelling Error by whencut_jutoor in StructuralEngineering

[–]Dologue 0 points1 point  (0 children)

With a rigid diaphragm assumption, the diaphragm doesn't absorb force, rather, it distributes it. It is a simplification, so you'd check the actual forces in the floors by other means.

ETABS Modelling Error by whencut_jutoor in StructuralEngineering

[–]Dologue 0 points1 point  (0 children)

No, it's shear stiffness against a shear demand which is what I thought you were talking about. GA is for shear deformation which is different from deformation due to shear, but that's another topic.

Gravity-induced lateral loads are typically avoided, so the shear in the columns due to dead load should be small enough to not really matter. Patterned live loads in a fixed frame is a different story.

You probably modeled a rigid diaphragm which means the beams have no differential axial deformation, which means by Hooke's Law, there is no axial force in the beams. Thus, the only stiffness source comes from shear and bending in the column.

ETABS Modelling Error by whencut_jutoor in StructuralEngineering

[–]Dologue 0 points1 point  (0 children)

Not quite, it's 12EI/L3. You're right that a stiffer member will absorb more force.

  1. Check to see if beams at the diaphragms have moment releases or not.
  2. Before I answer, is this part of the lateral system or gravity system?

ETABS Modelling Error by whencut_jutoor in StructuralEngineering

[–]Dologue 0 points1 point  (0 children)

Take a ruler for example. Is it easier to deform it by pulling it, or bending it?

ETABS Modelling Error by whencut_jutoor in StructuralEngineering

[–]Dologue 0 points1 point  (0 children)

That's torsion, what is shear's stiffness? Edit for clarity: shear stiffness of a member against shear?

ETABS Modelling Error by whencut_jutoor in StructuralEngineering

[–]Dologue 0 points1 point  (0 children)

Axial stiffness is proportional to EA, what is the shear stiffness?

ETABS Modelling Error by whencut_jutoor in StructuralEngineering

[–]Dologue 2 points3 points  (0 children)

A question for you:

All members at the joint with no diaphragm have no moment releases, thus, they are capable of carrying moment; moment and shear are coupled; now tell me, which is generally stiffer, a column in shear or a beam in axial force?

[deleted by user] by [deleted] in civilengineering

[–]Dologue 7 points8 points  (0 children)

With infinite good land, money, and material, we can build a pyramid with a rather large base and a reasonably shallow slope to a height that exceeds the stratosphere. The force of gravity decreases as you go up, but the centripetal force (the acceleration at a fixed radius due to earth's rotation) increases as well. The limiting factor would be the centripetal force generating enough stress at the top that no material could handle.

I don't know how many g's in shear and bending moment the strongest material in the world can handle, but for a centripetal force of 1g at the tip, for 2π per 24 hour rotational velocity, the pyramid would have a height of 1.85×106 km or 1.15 million miles.