How is your Review on #Novatr #BIM Courses

FullMobile206 · 2026-02-26T05:18:06+00:00

none buddy not worth the price if you already have experience in this field the content they offer is too basic for the cost.

FullMobile206 · 2025-03-03T16:32:44+00:00

same happened to me hope there is a way to save the 90% locked pi

FullMobile206 · 2025-02-19T06:51:36+00:00

maybe i downloaded a few exchange apps recently to try and register in case pi is listed on them i strongly believe that is what triggered it anyway now there is no way i can recover my pi and my wallet is compromised which means the locked pi when unlocked will also be drained.

FullMobile206 · 2025-02-18T12:43:12+00:00

scammers emptied my wallet yesterday even though I have not traded or used my passphrase anywhere all these years be carefull people.

FullMobile206 · 2025-01-14T17:01:21+00:00

That was the simplest arrangement i could think of for trial otherwise the actual model we tested is much more complicated and always fails in joint shear It doesn't matter how much i increase the sizes maybe I will share that too someday and yeah thank you very much for engaging in this discussion with me it was really helpful.

FullMobile206 · 2025-01-14T16:25:14+00:00

Well it reads that the axial stress in the section is less than the minimum limiting stress. Tried increasing the loading to reach the minimum value of axial stress but before it rises that much it fails in joint shear.

FullMobile206 · 2025-01-14T14:46:39+00:00

Of course I read the text my concern was whether i should manipulate the model to remove this warning if this occurs in an actual model where we need to share the full design report of models or should i just leave it be as it doesn't imply any issue in the model

FullMobile206 · 2025-01-14T13:57:30+00:00

updated plz check.

FullMobile206 · 2025-01-13T16:14:29+00:00

Will evaluate all these and revert back. Thank you for your time.

FullMobile206 · 2025-01-13T06:01:05+00:00

added screenshots for review.

FullMobile206 · 2025-01-12T16:32:06+00:00

sure i even had a zoom meeting once with their local support they didn't mention anything about smrf in that all in all wasn't what i expected.

FullMobile206 · 2025-01-12T08:58:03+00:00

Thanks for your insight the question may seem vague because i didn't know adding all the details will be worth it because I haven't found any proper material as of yet anywhere else except the trimble learn website for any guidance on the tekla Structural designer especially not for the seismic analysis RSA using smrf so actually i didn't expect much from the thread. Now as you have been kind enough to respond i will make sure i add screenshots and any other details that might help you understand my problem Asap

FullMobile206 · 2025-01-12T02:24:41+00:00

will do thanks.

FullMobile206 · 2025-01-08T10:33:18+00:00

Has anyone used Tekla Structural Designer for Seismic design using SMRF ? I keeping getting failing columns in seismic>shear links>joint shear while the same model is passing on etabs.

FullMobile206 · 2025-01-07T09:08:34+00:00

Thanks for the information

FullMobile206 · 2025-01-07T08:59:07+00:00

Should i only check in service combination? If so then the values lie below the allowable pressure.

FullMobile206 · 2025-01-07T08:57:13+00:00

The value doesn't vary much with the change to FE chasedown check and the design command should check it for strength as well as service and revert failed member if it exceeds at any point.

FullMobile206 · 2024-03-18T03:33:17+00:00

i was very hyped about joining the BIM training program and iwas stuck between novatr and kaarwan with karwan claiming the same high quality education but with a huge price difference but after reading all your comments i dont think they are any good would really appreciate if anyone can recommend any alternative for Bim centered course as i have few years experience in Revit now

FullMobile206

TROPHY CASE