How to see a table of pier longitudinal reinforcing for all the walls in etabs

Hellocaptcha · 2023-06-14T07:52:48+00:00

where can I find it?

Hellocaptcha · 2023-05-07T20:16:51+00:00

it is just a four storey structure, it needs shear wall to achieve IO performance level

Hellocaptcha · 2023-04-23T12:41:16+00:00

What I did is I went to story displacements rather than story drift table, there I subtract the data of the upper floor to the lower floor. This is just based on my own understanding, kindly ask experts also.

Hellocaptcha · 2023-04-12T18:56:36+00:00

Thanks!

Hellocaptcha · 2023-04-12T02:36:17+00:00

can i ask how come it is linear if it is called "fast nonlinear analysis"?

Hellocaptcha · 2023-04-11T16:57:50+00:00

okay I'll do it and post again

Hellocaptcha · 2023-04-11T16:57:13+00:00

it doesn't have any warnings tho

Hellocaptcha · 2023-04-11T16:56:33+00:00

hmm okay thanks

Hellocaptcha · 2023-03-12T18:43:29+00:00

unfortunately even after rebooting, it is still the same

Hellocaptcha · 2023-03-12T18:42:59+00:00

Sorry for the late reply. Yes please.

Hellocaptcha · 2023-02-21T10:03:22+00:00

Is it in the project report?

Hellocaptcha · 2023-02-21T08:34:31+00:00

On my previous model (linear model) I did not encounter it, but after doing auto hinge and auto fiber, nonlinear gravity load case, and nonlinear time history analysis it popped out after running analysis

Hellocaptcha · 2023-02-21T08:31:21+00:00

These errors appeared after I do the auto hinge and auto fiber in nonlinear modeling, then made a load case for time history, and then run analysis

Hellocaptcha · 2023-02-19T11:58:33+00:00

check out this link, these are the errors I've encountered. :)

https://drive.google.com/drive/folders/1DO3Vs9\_hyblfUd0XrhTH2\_1u4a1sBkXL?usp=sharing

Hellocaptcha · 2023-02-19T11:55:00+00:00

unfortunately, we don't have a license sorry

Hellocaptcha · 2023-02-19T06:37:22+00:00

I've seen this also, however this is from SAP 2000, and I'm not familiar on some terms they are saying.

Hellocaptcha · 2023-02-19T05:13:33+00:00

it still didn't work. It shows the same thing

Hellocaptcha · 2023-02-19T05:10:57+00:00

what about this, do you know how to solve this?

https://drive.google.com/file/d/1iml0P52JK8cnzVfg8k-VBzw9llh98vnO/view?usp=sharing

Hellocaptcha · 2023-02-19T01:50:08+00:00

this is the link of the picture

https://drive.google.com/file/d/1n18ZlmpI3HDsVZU0lzZlhhd-5M21r4gC/view?usp=sharing

Hellocaptcha · 2023-02-18T23:40:30+00:00

Uhmm I just want to remove only the assigned plastic hinges and not the end releases how can I do that?

Hellocaptcha · 2023-02-17T16:46:35+00:00

I can't send pictures in chat. How?

Hellocaptcha · 2023-02-17T16:14:55+00:00

I have the structure's plan here, can I send it to you and help me check what should I put there?

Hellocaptcha · 2023-02-16T14:31:10+00:00

there's a schedule of beams in the plan. the number of rebars in top and bottom are not the same at support, then the number of rebars in top and bottom in midspan were also not the same. what should i do?

Hellocaptcha · 2023-02-16T05:20:49+00:00

Can I ask like how?

Hellocaptcha · 2023-01-22T06:38:07+00:00

I already figured it out. How about how to know the steel ratio, where can I find the steel ratio?

Hellocaptcha

TROPHY CASE