วีดีโอ

Thanx.

Brilliant Bideo

sir, i want manual calculations of frame and match with etab calculations.

Btw can i ask, why there are no walls and jus slabs for the plates

Wow this is so helpful. Thank You!

ബാസോസിയോളജി

THERE WILL BE A MOMMENT IN THE 2-2 DIRECTION WHY?

I need your help in my research work and please send your contact number

I m research scholar

I want to learn abacus software related to my research work

Hi sir

Your explanation is not clear sir sorry. There is so many unobvious part. You just wrote and skip and skip and skip fastly. May you explain please ?

sir, plastic modulous part is not clear. since when i do using formula (A/2)(y1+y2 ), the answer is different

വിക്കി യുടെ മീനിംഗ് എന്താണ്

Which code?

I find it interesting that the windward load varies based upon the height, but the side walls does not. Also, at the base the side wall load is greater than the windward loading

Is there any Excel sheet link sir???? Thankyou in advanced

Good video, finally get a glimpse of this software

Is the location of plastic neutral axis and elastic neutral axis the same?

poor illustration

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Sir，thank you for your video，I have a question.Every steel bar has thickness，If I open up the profile ，the rebar is intersecting.Is it reasonable to assemble in this way?

Many thanks for watching the video. ✍️ Drop your valuable comments here and help us improve!

can i have the exele sheet for calculate the concrete damege

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Good information 👏

Tnx for ur good information

how to calculate wind load on "OPEN BUILDINGS"?? cant find anything and the info on 7-10 ch.27 is not very helpful. There's no table for such a case. Also, i would imagine for an open building (no walls, or less than 80% enclosure) there are two cases of pressure on "roof" (could be roof without ceiling or it could be roof with ceiling, or it could be roof with partial ceiling). one case would "suck the roof" from the top (the normal negative wind pressure on roof), and a second case would be the load from wind coming into the building and "pushing up"? or should we assume it "flows through"? , I mean, if there are walls, but less than 80% enclosure, i can picture air pushing the wall and then flowing up into the ceiling or roof. So what's up with that? thanks

Hello sir What is meam DAMAGET Example 0.8

Hello sir ,thank you for the tutorial , i need properties of concrete and steel which is to be applied in abaqus ,could you please provide the properties folder for abaqus?

do you add the two loads of the two sides? thank you

amazing❤❤❤❤❤❤

thank you so much , please i want the excel file for material property

Thanks !!

Sir, How did you get the min. Pressure at the lower end of windward wall as 29.6 lb/ft2?

why did not you apply the wind on the roof as an uplifting wind force ?

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Hi Bold learning Can you plz give me the concrete damage data or the excel file

Nice explanation

question ,for calculating the elastic section modulus why do not use y bottom as you have calculated?

Hello is this calculation for walls (wind load on facade) right? It is not for roof? I confused in some videos there are zones like Z1,z2...üü Thank you for video

Question. Isn't there any interface properties between the rebars and concrete? I cannot see any setting on this connection.

Nice video!

how to calculate cp

can merge longitudinal bar with stirrup to work as one part can

thaank you sir

I have doubt in your calculations.. some of your points are not clear at all