Відео

BRO YOU ARE THE ONLY ONE WHO HELPED, thanks.

More videos on resolving different errors

Thats great

It is completely wrong to release beam moment, if you release moment then moment flows from top of connection to midspan of beam and additional moment to midspan leads to additional steel any way some moment develops at connection at the top is beam joint which is not more the minimum top reinforced will be more for this moment you can check the moment at support in etabs without releasing so that midspan bottom steel will not uncrase and minimum steel at top of beam will adequate for that moment

Thank you Sir... You are genius🙏

it didn't work with mine, bro. shows as "loaded but failed to call dll.... etc. help!!!

Konya nhi bhaiya koyna 😅

aS PER MY UNDERSTANDING IT SHD BE THE 3RD OPTION FOR FOUNDATIONS?

Thanks a lot bro

spandrel is restricted in b/w two piers then how you say that spandrel is associated left and right end of wall?

Nex video

Absolutely Short, Sweet and Crisp 👍

please provide pdf if you have

very good content for structural engineer

Thank you so much sir 😊

life saver

excellent thank you

thanks broo thats heping me

DOES NOT HELP AT ALL

I was ready to uninstal and reinstal ETABS, thx alot

its working buddy, thanks for your help

Arey but i have only edb FILE of newer etabs software, i dont have the new software! I only have older version!. Now How should I even export when i dont have the newer version in the first place?

Its working, and genuinely thanx.

Brother mere list main koi bhi is code show ni ho raha help kro thodaaa?

Jab Tak postprocess nhi hoga joint weight nhi laga sakte

Sir joint weight lagane k pahele hi ye error aa raha h

Thankyou so much sir.

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Greetings from Guatemala!

OMG !!! This video saved me from disaster . uninstalled and reinstalled 5 times and still was unable to use delete and ctrl + z fro deleting and undo action but program wasnt taking any action simply done above mentioned action and walla it worked!! thanks very much

THE STRUCTURE HAS NO (UNRESTRAINED) MASS, i am getting this error

Thank you 😊

ive been doing the same thing like on the video but still came up with the same error

Nice

Is any Structure design course available

Mate i have time period like 17000 sec how i change to below 1 second

thank you for very informative video, how about in staad connect edition ,in defining seismic parameters, on the TYPES, their is no listed parameters on the drop downlist

can share file sir ?

Very Helpful, Thanks,Keep Up The Good Work👍

Does pinnacle hire....architecture interns...if I want to grow more into BIM oriented design from this early stage

hello can u help me with this error " ** ERROR: NO MASS IS DEFINED AT FLOOR LEVEL 12.000 METE."

Thanks a lot for your tutorial.

Can i have this file Please

Ok ; thank

thank you for this easy solution. its working 👍👍

Sir, I am facing one more problem. After analysing the model, all the floor slabs are gone except inclined waist slab of stair. After analysing only inclined waist slab of stair is showing but other horizontal floor slabs are not showing. But before analysing the model, all the slabs are showing. I tried with "show all objects" but nothing happened.

🙏 THNKS!!

Hi sir i cant run my analysis still have the same problme

Do we have to release moment for both ends?