Modelling of G+1 Building in Staad pro V8i with Plate elements | Structural Design

[@japet319]

I learned staad but wasnt able to tackle messing vividly...for a beginner like me who is not good in using computer software, i thank you so much for this video...

[@CivilEngineeringMastery]

you are welcome.

[@jeeva5211]

thank u maam , Im started watching all videos from this channel .please continue videos maam

[@CivilEngineeringMastery]

Sure 👍

[@2008uce111]

Very nicely explained. I want to add one more point is that as you alter the direction of column as per architectural drawing you must apply the same on beam also.

[@CivilEngineeringMastery]

There is no need to orient the beam since only the width of the beam is connected to the column.

[@rajkumarr9348]

Very Clear Explanation 👍🏻 Thank you

[@CivilEngineeringMastery]

You are welcome

[@jayabharathis438]

Nice. Eagerly waiting to watch the continuation of the video includes loading part of all structural members.

[@CivilEngineeringMastery]

Thank you.

[@Pgan803]

Excellent. Question for Slabs when you use Plate and when you use Mesh?

[@porchezhiyan25]

Good. It’s really helpful for me.because I am just starting to learn staad pro

[@CivilEngineeringMastery]

Thank you.

[@porchezhiyan25]

Civil Engineering Mastery; Madam unable to import cad file drawing to staad pro plz help me

[@CivilEngineeringMastery]

Convert cad drawing file to dxf file and then import to staad.

[@porchezhiyan25]

Civil Engineering Mastery Thank you mam

[@kundhaganesh9920]

You are explaining way is very nice, so please do one video on basic tools of staad for beginners, thank you

[@CivilEngineeringMastery]

Sure I will.

[@kundhaganesh9920]

@@CivilEngineeringMastery thanks waiting for that

[@CivilEngineeringMastery]

Staad.pro Tutorial kzbin.info/www/bejne/sGWrhYGQq8ecmsk kzbin.info/www/bejne/j5Cug4qtoduUpqM

[@rahmanrahmani2896]

excellent presentation and well done. It has been very much appreciated !!!

[@CivilEngineeringMastery]

Thank you

[@daastaan2223]

Nice PPT 👍

[@dipendranathbhowmick6577]

Without duplicate beams, couldn't we add plates? Please explain Madam.

[@civilengineering2562]

Good one.

[@jitu251105]

Mam pls tell why merging of nods is needed of two different plate in meshing

[@suriyaprakashk3219]

Thank you mam

[@bjg9801]

what about the offsets of the columns? Columns are not at the center of the nodes based on the framing plan

[@dipendrabhowmick3505]

Talking about the duplicate beams addition for avoiding improper meshing. It appears that without the longitudinal long duplicate beams also, you could have done proper meshing easily for atleast top 4 plates. Can u please explain madam why it could not be possible? Had it not the modelling been made little complicated?

[@debayandebnath641]

Thank you for this great informative video. Please provide the autocad file if possible somehow.

[@kundhaganesh9920]

To learn this first required tools of staad please do that

[@civileasy8886]

Tutorial on Design kzbin.info/www/bejne/j6TddaZ_rZeHqcU

[@CivilEngineeringMastery]

Staad.pro Tutorial kzbin.info/www/bejne/sGWrhYGQq8ecmsk kzbin.info/www/bejne/j5Cug4qtoduUpqM

[@narendrarbhagyaa1012]

Thank you mam it was very informative please tell me about how to draw 2d or 3d before importinf to staad in autocad

[@CivilEngineeringMastery]

Okay sure

[@hummaidzafar2666]

I just need some explanation on why have u done it on FEM method please Also can i get that auto cad file if possible.

[@abdullahibaba6873]

thanks very much, but i am really confused of how the loads would be distributed manually by calculation since the columns are not all aligned. please help me out

[@CivilEngineeringMastery]

Please check the below link kzbin.info/www/bejne/p2mQoaief7mbf5Y kzbin.info/www/bejne/pqXEdGWemcloj7s

[@swapnilkumarsha4627]

How can we include lintel load and plinths in the modelling??

[@Gauravpatrevlogs]

What is the benefit to convert any plate into mesh plate

[@burhanchunawala203]

what are orphan nodes?

[@dipendrabhowmick3505]

This is a good presentation. However, can u please share the Staad file from imported Autocad, to practice.

[@CivilEngineeringMastery]

Send an email to [e-mail]

[@sherlaineeugenio1641]

Hello mam hope you can help on how to fix warped plates

[@CivilEngineeringMastery]

Please check the node to node connection between plates.

[@atifnawaz7623]

I'm following the same steps. Plan is importing correctly but when I translation repeat it, it's not getting replicated. What might be the issue kindly help.

[@CivilEngineeringMastery]

Try again and enter the value in y direction how much distance you want to replicate.

[@atifnawaz7623]

@@CivilEngineeringMastery tried again. It's showing generating.... 100% done. But it's not replicatiing.

[@atifnawaz7623]

@@CivilEngineeringMastery mam is it the plan which we import in auto cad should be in a single line or single layer? When I import my AutoCAD plan, it's showing many number of Structures imported.

[@CivilEngineeringMastery]

yes, it should be in single layer and you have to convert auto cad drawing into dxf file before import to staad.pro.

[@gowshikaelango2510]

Same issue for me also could you give any suggestions

[@saulosimpasa9259]

much appreciated

[@civileasy8886]

Tutorial on Design kzbin.info/www/bejne/j6TddaZ_rZeHqcU

[@Kashmirhouseplans]

Well everything is right but while assigning beams the orientation was incorrect This happened because you didn't check the beta angle it was set to 90° Which can be seen in the rendering view so please correct that 🙏

[@santoshkumarsahoo5812]

Thanks mam

[@gowshikaelango2510]

After importing replication is not working properly what we have to do

[@CivilEngineeringMastery]

Please check the below link for how to import auto cad file to staad.pro kzbin.info/www/bejne/rKfNeJ2khs6qmMk

[@mrinalkantibiswas9397]

How can I download it ?

[@aswinsasidharan3973]

👏🏼👏🏼👏🏼

[@sarcasmdude1084]

Ma'am its seems very complicated to add the columns in Staad. Too many lines in a disorganized fashion. any easy solutions for that as in ETABS?

[@CivilEngineeringMastery]

It is not like that.If you understand the framing plan properly it is easy to add column in staad as well as in etabs.

[@sarcasmdude1084]

@@CivilEngineeringMastery Staad's modelling interface is not good, cant go between storeys, or easily edit beams at any desired storeys.. For 2D Frames or structurtal analysis, it is good, but for 3D frames its very tedious

[@Gauravpatrevlogs]

Why we can change the plate into the plate mesh

[@CivilEngineeringMastery]

You should not model it using a single plate element, we have beams along the edges and columns at the four corners of the slab.The slab would only connect to the columns but not to the beams if we do not mesh the plates. Hence the load from the slab will be transferred to the columns and so the load path would not be accurate. Load path Slab to beam,beam to column and column to footing.

[@sathish2868]

i think orient of a column in a 180 degree is good.Is it correct mam?

[@CivilEngineeringMastery]

No it depends.Please refer the below link for column orientation. kzbin.info/www/bejne/rnfVeXeAgdSGqJY

[@sathish2868]

@@CivilEngineeringMastery Mam i saw that video.. Then only I rise this question.. Please clarify it. Practically it's not possible to all column orient in a 180degree but it is that good one?

[@CivilEngineeringMastery]

The concept is large face of column for larger moments.yes it is not possible in all situations to provide 180 degree.In that cases we have to provide proper reinforcement and column size.

[@ashispaul7305]

👍🙏

[@s.p.957]

can you send this autocad dwg file for our reference?

[@sherlaineeugenio1641]

What to do if there is a warp plates

[@CivilEngineeringMastery]

please check the node to node connection between plates.

[@medelduldulao7795]

design matt foundation ifor multi storey building including G+2 with water tank at the base ment can define thank you

[@sahilnalkande6746]

Can i get dxf file plan...

[@hanumanthprabhu7254]

how to decide the orientation of columns

[@CivilEngineeringMastery]

Please refer the below link. kzbin.info/www/bejne/rnfVeXeAgdSGqJY

[@souviksaha6408]

mam can you share the floor plan pdf

[@rishabh6155]

Ma'am, what is the difference between a normal plate and mesh? And could we use plate instead of mesh?

[@CivilEngineeringMastery]

A slab has to be modeled using a mesh of plates. You should not model it using a single plate element because if you do so, the slab will only connect to the rest of the structure at the corners. So if you have beams along the edges and columns at the four corners of the slab, the slab would only connect to the columns but not to the beams. Hence the load from the slab will be transferred to the columns directly without bothering the beams and so the load path would not be accurate.

[@rishabh6155]

@@CivilEngineeringMastery Thank you so much, ma'am. But in many other videos on some other channels, they just used a single plate instead of a mesh of plates. So are they doing it incorrectly?

[@rishabh6155]

@@CivilEngineeringMastery And also I have one more query, that the beams connected to these mesh of plates look like they got split into many parts, will there be any effect on the continuity of beams or not?

[@CivilEngineeringMastery]

There will not be any effects on the continuity of beams.

[@CivilEngineeringMastery]

I do not have comments about others.But the main concept is we have to follow the proper load transfer mechanism.

[@chsrikanth6618]

Maam can u send g+2 analysis of building pdf for my project help. maam please could u help

[@raghug6202]

Hello Madam. I often get the Error called Density not provided self weight command ignored. Madam Can you please tell me why am I getting this error. Thank you in advance Regards raghu

[@CivilEngineeringMastery]

Reassign the member properties and check.

[@sathish2868]

Mam can you give that dwg autocad file?

[@sauravmukherjee2048]

the dxf file was in 2d or 3d?

[@CivilEngineeringMastery]

2d.

[@muhammadyounas3501]

Thanks Mam. It's Very Informative. But here is problem in importing file from autocad.

[@CivilEngineeringMastery]

Please convert auto cad(dwg) file into dxf before importing to Staad.pro.

[@zadiqueayoob1322]

What is the purpose of plate ? Expecting ur reply

[@CivilEngineeringMastery]

Plate elements gives accurate results.

[@darkangel105100]

Hi can give the link to download cad files ? thanks

[@civileasy8886]

Tutorial on Design kzbin.info/www/bejne/j6TddaZ_rZeHqcU

[@azmat_waseem]

instead of doing individual plate mesh modeling, why don't u go for parametric modeling under geometry tab and create all plate mesh at a single click of a mouse button.... Thank u.....

[@beardosrk8797]

what is necessity of plate mesh

[@CivilEngineeringMastery]

Proper load transfer between structural elements.The loads can be assigned on required slab area.

[@shomitvarghese5749]

please attach the autocad file for practise

[@civileasy8886]

Tutorial on Design kzbin.info/www/bejne/j6TddaZ_rZeHqcU

[@ashutoshkote4687]

U not tell how u take plan or centre line plan

[@CivilEngineeringMastery]

Please refer the below link kzbin.info/www/bejne/rKfNeJ2khs6qmMk

[@MANASPAGE]

Dear Mdm, THis warning is coming when I convert the plate in to plate mesh and designed it, ***Warning: length to depth ratio for member is less than 2.5 , Please help.

[@beardosrk8797]

mam please upload the same model without exporting it from autocad

[@CivilEngineeringMastery]

ok.

[@beardosrk8797]

@@CivilEngineeringMastery thank you mam...eagerly waiting for the video

[@CivilEngineeringMastery]

Please refer the below link for how to model in staad without importing from autocad kzbin.info/www/bejne/bZTTqo1uiJtpbKc

[@selvaraj-xm8hz]

Tamil basic class full adugka auty

[@ezhilarasan3776]

Stadd pro modeling is not easy..compare to etab midas

[@talhabhai8035]

Hindi nai ati kia😠😠

[@soulrelaxationmusic68]

Can u plz provide the cad file ??