Very good. However, assigning diaphragm is incorrect. Only elements and joints at floor levels must be selected. These include slabs, beams and joints, but the way you select covers the columns as well. Please double check this point.
ETABS basic modelling th-cam.com/video/20OEfrDMVnw/w-d-xo.html SAP 2000 basic modelling_1 th-cam.com/video/NuS_My_N3_Y/w-d-xo.html SAP 2000 basic modelling_2 th-cam.com/video/dHfB2uPkE6w/w-d-xo.html Sap Modelling of water tank th-cam.com/video/EzjKWvw9W8I/w-d-xo.html
Sir i hav a doubt in partition wall load assignment.. u dont select add to existing load.. you only selected replace existing load but we already asign shell load ie 2 kn/m2 in that case our existing asigned load will be deleted. so which is the correct option while assigning the partition wall load ?? When we already assign shell load.
Thanks for your query , you should know that there are various kinds of shell loads like live load , FF, PWL etc, here we have defined different load patterns so it automatically adds the load to existing load so no need to go option that add existing load.
Sir please help me. Im about on 5th floors but i have miss the scale, could we change the scales like 1:1000 to 1:100 for the exam 1000 m to 100 m. If yes, what should i do. Thank in advance.
it is nice to see this video, but i have one question that is why you let to define stiffness/property modifier for structural members pls? Thanks very much keep it up!
Video is truly good but can u please make a video where we can understand how model a cantilever slab and how we calculate and apply the cantilever wall load on cantilever beam
It's because Earthquake and heavy wind force occurring at the same time is very rare. So to make the reinforcement as economic as possible neglect the wind force for buildings which are not that tall.
Sir plzz make a video on soil pressure load, water pressure load, lift load patterns including their mass source, and plzz show how and were to assign them Thank you sir🙏🙏🙏
ETABS basic modelling th-cam.com/video/20OEfrDMVnw/w-d-xo.html SAP 2000 basic modelling_1 th-cam.com/video/NuS_My_N3_Y/w-d-xo.html SAP 2000 basic modelling_2 th-cam.com/video/dHfB2uPkE6w/w-d-xo.html Sap Modelling of water tank th-cam.com/video/EzjKWvw9W8I/w-d-xo.html
From footing level only, but here we will not design footing, to design footing take the results got at the bottom of the column in etabs and taking those results design the footing in excel
We don't assign dead load because for dead load we use 1 as multiplier & since we already gave materies properties (eg M20, M25) & also size of components (eg: beam, column, slab ) so the software calculate itself. as we gave both unit weight & volume & Weight=unit weight x volume
Sir please defined your beam, colum self weigth, but you included dead lode is 1kn/m2 but, beam and column dead lode is 8kn/m2 manimum as per your beam and column size
This is one of the very best tutorial. Everything is crystal clear. Thank you so much. Subs done
Thank you so much for your comments
@@CivilEngineeringGlobe pls send me etab link
ONE OF THE BEST TUTORIAL I HAVE EVER SEEN ,THANK YOUUUUUUUU!!!!!!!!!!!!!
Thanks & keep watching my videos
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jabardast tutorial ..dua lagegi sir ji aapko
How to model evolution tower in etabs
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god job bro and good luck for upcoming videos
thank you so much sir
for shearing knowledge of etab..
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How about flexure and torsion? 🤔
One of the best teaching way.....every single steps wise explained properly 👍🔥🔥🔥🔥🔥
Thanks for feedback ,keep supporting me
Thanks a lot sir. Modeling part best explained in this video.
waiting for upcoming video
Great course. Thank you. Perfect pace. Keep it up. From Lebanon
Thank you and keep supporting me
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Thank you so much Sir....Very well explained step by step
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Thank you for presenting such a best tutorial
Thank you & keep supporting me
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your explanation super
thanks for everything
Thanks for feedback ,keep supporting me
Thanks sir.. it's helpful for beginners
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Very good tutorial.Highly appreciated.
Thanks & keep watching my videos
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Thank you Brother for your clear explanation .
Best Tutorial .
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How to model evolution tower in etabs
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Great presentation. Well done, Sir.
well done , interesting
Thank you so much Sir.. Easy to understand and follow..
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How to model evolution tower in etabs
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best tutorial .thank you very much
How to model evolution tower in etabs
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Very good. However, assigning diaphragm is incorrect. Only elements and joints at floor levels must be selected. These include slabs, beams and joints, but the way you select covers the columns as well. Please double check this point.
best teaching sir
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How to model evolution tower in etabs
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Fantabulous video . thanks a lot sir.
ETABS basic modelling
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SAP 2000 basic modelling_1
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SAP 2000 basic modelling_2
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Sap Modelling of water tank
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How to model evolution tower in etabs
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itz soo helpfull..thanku soo much
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Thanks buddy, what an excellent tutorial!!!
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How to model evolution tower in etabs
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best so far
You shouldn't select colums for diaphgram assign. My teacher said that I did wrong. Otherwise this video is very helpful
Nice work sir! More clearity your video sir! I humble request to you sir please let you making more videos for world student making bright futures!
wonderful explanation mate
How to model evolution tower in etabs
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Great sir
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Best video.....
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How to model evolution tower in etabs
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nicely explained
How to model evolution tower in etabs
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Sir i hav a doubt in partition wall load assignment.. u dont select add to existing load.. you only selected replace existing load but we already asign shell load ie 2 kn/m2 in that case our existing asigned load will be deleted. so which is the correct option while assigning the partition wall load ?? When we already assign shell load.
Thanks for your query , you should know that there are various kinds of shell loads like live load , FF, PWL etc, here we have defined different load patterns so it automatically adds the load to existing load so no need to go option that add existing load.
@@CivilEngineeringGlobe thank you sir...
@@CivilEngineeringGlobe very good tutorial sir...👍👍
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Hi, you can make Floor 1,2, and 3 as similar stories, so you can assign for just one floor and others will be replicated.
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Sir please help me. Im about on 5th floors but i have miss the scale, could we change the scales like 1:1000 to 1:100 for the exam 1000 m to 100 m. If yes, what should i do. Thank in advance.
it is nice to see this video, but i have one question that is why you let to define stiffness/property modifier for structural members pls? Thanks very much keep it up!
Sir I accidentally added an additional column, how to delete it
Video is truly good but can u please make a video where we can understand how model a cantilever slab and how we calculate and apply the cantilever wall load on cantilever beam
Please sir. After the modelling I ran the analysis,but the force/ stress Diagram Icon is locked. I can't access it in the Display Icon
Pls tell me what's kind of pc configuration need to use Etabs apps
Minimum requirement is Core i5 and 4GB RAM
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@@CivilEngineeringGlobe pls send me etab link
anna multiplication symbol ella type chesevu anna like column 230 400
Why not wind load?
Why you are applying partition wall load as shell load instead of frame loads?
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bro while apllying you are replacing exsiting load you need to add to to the existing loads
timestamp 10:37
Why no rebar is shown in beam???
Can you please tell me why didn't you consider wind load
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It's because Earthquake and heavy wind force occurring at the same time is very rare. So to make the reinforcement as economic as possible neglect the wind force for buildings which are not that tall.
How to model evolution tower in etabs
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Nice
Sir how did you delete the slab?
Sir plzz make a video on soil pressure load, water pressure load, lift load patterns including their mass source, and plzz show how and were to assign them
Thank you sir🙏🙏🙏
Hope in future
@@CivilEngineeringGlobe thank you sir🙏
ETABS basic modelling
th-cam.com/video/20OEfrDMVnw/w-d-xo.html
SAP 2000 basic modelling_1
th-cam.com/video/NuS_My_N3_Y/w-d-xo.html
SAP 2000 basic modelling_2
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Sap Modelling of water tank
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Absolutely best
Sir plz design for non orthogonal building
Actually i am having one doubt ,in practice from which level either from footing level or from plinth level ,we model our structures in etabs.
Sub structure is not model in etabs. It is model in CSI safe
From footing level only, but here we will not design footing, to design footing take the results got at the bottom of the column in etabs and taking those results design the footing in excel
Nice video brother... Why you were not provide slab for 1st storey
1st storey is at ground level so need not provide slab instead we can provide pcc and then screeding
How to model evolution tower in etabs
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Sir after designing my model it is showing (error in creating analysis model-line assigns) please help me with this.
Remodel the building again
How to model evolution tower in etabs
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What about slab load sir?
CSI teams should integrate the CAD based modelling Etabs like Midas teams did in their Midas nGen.
I am not able to draw the column. What might be the issue ?
You might not be selecting the concrete colon while drawing in properties section
Thank you
How to model evolution tower in etabs
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You did not assign dead load???????????????????????????
We don't assign dead load because for dead load we use 1 as multiplier & since we already gave materies properties (eg M20, M25) & also size of components (eg: beam, column, slab ) so the software calculate itself. as we gave both unit weight & volume & Weight=unit weight x volume
thank you sir
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How to model evolution tower in etabs
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CAN WE CONSIDER LIFT LOAD
We may consider lift load in high rise multistoried building
beam in rendered view is showing rotated...any plz guide me
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How to model evolution tower in etabs
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Sir why are not assigned earth quick load
EQ load need not be assigned because software automatically calculate it
Where I can download this software?
Tq so much
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How to model evolution tower in etabs
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Slab delete ni hora sir?
Plz reply
Thanks
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Sir please defined your beam, colum self weigth, but you included dead lode is 1kn/m2 but, beam and column dead lode is 8kn/m2 manimum as per your beam and column size
How to model evolution tower in etabs
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thank u for this ....what about part 2
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Why reinforcement not shown in beam
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How to model evolution tower in etabs
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the building is 4 story why not draw the slab. Beams in z3
How to model evolution tower in etabs
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Please make a vedio on design and analysis of cellar +G+2 storey building using etabs analysis
Can anyone explain the wall load forumala for me (w= Yxbxh)
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Wall load = Unit weight of wall X Height of wall (3m - depth of beam) X width of wall (9" or 6", etc)
Where unit weight of Brick wall is 19
Does ETABS offer standards other than the Indian?
offcorse
Sir apne 3 floor pr hi slab dala hua h kya ?? 1st storey pr q nhi dala hua??
How to model evolution tower in etabs
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Good
How to delete slab
@Karthi Keyan nope
select the slab and go to edit menu and click delete option
super
Can you provide the AUTOCAD Drawing . For practicing please sir
How to model evolution tower in etabs
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SAP 2000 & ETABS modelling (free)
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while uninstall by pressing F4 (etabs 2019) shows , plz help me
error: invalid operation "MEDIAPREVIOUS"
How to model evolution tower in etabs
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Where to download software E tabs from ?
@SELFMADESANJAY'S ART i asked for the source
How to model evolution tower in etabs
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@@Vishalbhatty getintopc is the source
Wall toh select hi nhi ho rhi ,, wall add krni pdegi kya phle??
How to model evolution tower in etabs
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Sir can you give us the Autocad drawing file
How to model evolution tower in etabs
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I need this software
How to model evolution tower in etabs
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How to download etabs
Can you pls provide me that autocad file
Can you provide the word document???
How to model evolution tower in etabs
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Sir can get ur design for more clearity
How to model evolution tower in etabs
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Bhai...hindi me v bol sakte the.
Can I get the word file please
How to model evolution tower in etabs
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Please make a short video of 15 min without explaination...
Rattafication!
How to model evolution tower in etabs
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How to contact you for publication sir