ETABS in 2 hours | A complete design course
ฝัง
- เผยแพร่เมื่อ 29 พ.ค. 2020
- In this video you will be able to learn complete ETABS software in just one video. You just need to watch this complete video and practice the steps which are shown. The complete 2 hours training is divided into eight steps. The explanation of each step is made in easiest possible way as it can be easily followed by those aspirants who are beginners in learning ETABS 18. Furthermore, by watching this video you will be able to extract the design information from code books.
In this video four codes are explained i.e. ASCE 7-16, UBC 1997, IS: 875 and Building code of Pakistan. Each code is discussed one by one explaining in detail to read, extract and use the required load values into ETABS model.
Step 1: Modelling of structure 00:26
Step 2: Modelling of staircase 30:21
Step 3: Assigning gravity Loads 43:22
Step 4: Assigning Seismic Loads 1:02:42
Step 5: Assigning Wind Loads 1:29:25
Step 6: Load combinations and slab meshing 01:47:04
Step 7: Analysis 1:59:04
Step 8: Design 2:14:16
you can download the files using following link drive.google.com/drive/folder...
30:20 - Staircases
40:56 - Calcuate Dead Loads Stairs Inclined Slabs
43:21 - Assigning Loads on Floors (Dead and Live)
58:17 - Wall Loads
1:02:41 - Asigning Seismic Loads
1:20:50 - How much Seismic Load we must consider for Base Shear
1:29:25 - Assigning Wind Load (American Code)
1:41:00 - Assigning Wind Load (Indian Code)
1:47:05 - Defining Load Combinations and Meshing of Slabs
1:53:29 - Meshing
Great job! Thank you very much! I managed to follow you step by step!
Thanks!
Good work! You explain everything in detail.Thanks
Thanks! 😊 Keep watching!
I am very satisfied of your educationalt utorial thank you sir.
Excellent explanation, I learnt so much than any video I've watched before 👍
th-cam.com/video/C0Iufr-Ty6w/w-d-xo.html
This man is a legend.Very useful video and information,im a civil engineering student in 2nd year bachelor.I watched this video step by step and i learned a lot from it.
Thanks :)
Good work.Everything explained in detail.Thanks
Thanks 😄
Thank you for the nice tutorial.
The best video I saw about ETABS , thank you
Thanks!
great job sir everything is explained in a great way I learned a lot of things
Thanks! 😊 Keep watching!
well explained how to use.keep up.
After watching many videos, finally, I found your tutorial is best in the sense you explained every detail with full justification and reasoning which is way different rather explaining the usage of tools which everyone can do. It will be helpful for us if you could make similar videos on check and balance as per is code for every member in analysis and after design, and also on detailing, design of foundation too.
Thanks! 😊 Keep watching!
@@structguru2200 Can you make a video on earthquake loading in etabs both static and dynamic through response spectrum coz way you explanined here look only for the static method of EQ load application.
th-cam.com/video/C0Iufr-Ty6w/w-d-xo.html
thank you sir for such an informative video on youtube. especially for using different codes thank you.
Thanks!
each second is informative. more power to you Sir. Keep growing.
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
Download SAP
getintopc.com/?s=sap+2000
Download ETABS
getintopc.com/?s=ETABS
Best Tutorial
Very useful brother.
Rather just saying about usage of Tools, you're educating and giving us Knowledge of how to design, that too with different code books.✌️💯
Thank you! :)
The Best video to learn ETABS till now... Bro keep this up u are a good teacher bcz your explain power is awesome...
Thanks!
Great Video , i am taking interest to watch full video and the way u explained looks so easy to understand.
Thanks!
thanks so much bro, your video is so helpful, I really love it!
Thanks!
So useful thank u
thank you, Everything explained in detail, if possible make a video for Plinth beams ,stub columns ,St. Case etc. thank you
How to model evolution tower in etabs
th-cam.com/video/iwYMbmmE1N4/w-d-xo.html
Kia baat hai sir g kia baat hai...
❤️❤️❤️
Awesome
Wow great explanation make more videos of designing thanks alot
Thanks! 😊 Keep watching!
"Difference is in details" . Dear sir your videos stand apart from rest of available on TH-cam. This is best channel for civil engineers.
Thank you! 😊
thank you very much gentleman
How to model evolution tower in etabs
th-cam.com/video/iwYMbmmE1N4/w-d-xo.html
Excellent
Sir It is very good helpful to us .
Please upload Next part sir
SAP 2000 & ETABS modelling (free)
th-cam.com/play/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45.html
Impressive,
You are so good sir. God bless you 😇
Thanks!
Sir I have a small request. Please make a series like construction of g+2,g+4 storey building. You can take storey according to your wish does matter whether it is g+2 or g+4. Please make a series on complete structural drawing using staad pro... including foundation, plinth beam, column, beam and slab. I'll be grateful to you. Complete building design using staad pro. I like your videos get to learn many things. Please sir make a complete building design series (using staad pro) including all the components of building like beam, column, slab, wall, foundation, plinth beam, staircase. So that we can design at least a building by watching your videos.👍
Thanks! 😊 . Though Staad pro is multipurpose software but etabs is more user friendly. You can design any type of buildimg ranging from one story to a skyscraper. Follow the steps which I have shown and you can design any type of building project.
Thank U sir
Sir thank you vary much..... I dont know how to thank you....
I will definitely make my friends to subscribe your channel🙏🙏thankuuuuu.
SAP 2000 & ETABS modelling (free)
th-cam.com/play/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45.html
Thanks
Dear sir,
The first spacing in the y direction should be 5'4 1/2", instead of 4' 1/2" as you entered. Apart from that excellent tutorial. Thank you!
Thanks!
Kya baat hai sir g kya baat hai ♥️♥️♥️♥️♥️
Parha kro bhai prha kro
@@MuhammadHasnain-fz5wo ok g
Is there certificate ?
Great job sir. God bless you. Thank you.
Thanks 😄
@@structguru2200 Where r u from
good information
SAP 2000 & ETABS modelling (free)
th-cam.com/play/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45.html
Sir, I would like to clarify a question.
What is the difference between using link-type elements or using offset with the function insertion point for modeling beams and columns that don't have the same axes?
LINK TYPE ELEMENT MUST BE MODELLED TO DEVELOP LOAD TRANSFER MECHANISM WHICH RSULTS RELIABLE RESULT.
Thanks for you videos, it has much details. Could you make some videos for timber design.
Need not go to polytechnic laboratory or engineering college laboratory ...... everything available ....away from the premises of colleges ............
only the Indian scientist are working within the college premises ...........only ...
during slab section define, why are you not give property/stiffness modifier value?
Thank you ..Kindly make a video on Minaret also... pleaseeeeee I m facing difficulty in that
How to model evolution tower in etabs
th-cam.com/video/iwYMbmmE1N4/w-d-xo.html
Dear Sir Guru; Its a Great Video Tutorials. We hope in the future, you will time to upoad your tutorial for Low Rise Building, etc. Its amazing I learn alot but before I forget, I would appreciate very much if you could help me, to avail an installer so that I can apply all I learned. Thank you very much. Engr Saeed Gogo, Mindanao State University
Thanks!
How to take moments into account if the top story column shows higher rebar area due to moment ? Which reinf area is the taken to design the same colum throughout floor?
How to model evolution tower in etabs
th-cam.com/video/iwYMbmmE1N4/w-d-xo.html
Hello Sir, when I select similar story for my slabs while drawing them, it still draws all of them on all story’s.... and in the course of deleting those that I don’t want by selecting one story, it still deletes all my slabs. What’s the matter?
SAP 2000 & ETABS modelling (free)
th-cam.com/play/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45.html
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.
Sir ,
How to get bending moment values and axial moment values for plot graph of their values ??
What a explanation sir .... 👍👍👍 watched your first video can't resist myself to subscribe .. Sir after every video I get a doubt .. after analysing the structure from all the SFD , BMD how to understand that it is a safe structure . I mean we can go for construction .. what is the uses of all SFD and BMD
SFD and BMD are very important diagrams which shows the variation of internal forces which can cause shearing or bending effect in a structural element. These diagrams are kind of X-ray of an element so we can figure out what is happening inside the structure when a member is subjected to any external load.
👏👏👏👏👏
Can you send me the link of the structural loads book that you used in the video?
22:06 my column squares are getting too big in size. How to reduce the size
respect from Pakistan
and please provide and pin all code books in the comments section
thanks
SAP 2000 & ETABS modelling (free)
th-cam.com/play/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45.html
Great job sir,
i have doubt in slab meshing , by using automatic meshing adjacent slab mesh line are not in line.
In that case tou have to make it in line manually. I usually perfer to go for manual meshing.
how do u deal with T and L beams?
Can you make video on footing and staircase design on Excel sheet by inputting value from Etabs result? That would be highly appreciated.
Yes, I am working on it.
@@structguru2200me too need this excel sheet for colmn and beam steel design
Excellent Class. could you give some insights into the difference between ASCE 7-10 and 7-16
Difference in seismic coefficient values. You can find a presentation on google easily.
How to model evolution tower in etabs
th-cam.com/video/iwYMbmmE1N4/w-d-xo.html
hi sir, very much helpful classes, thank you very much. how to get quantity of steel rebar and concrete of whole structure
There are many ways to do it. Either Manual calculations or revit software is mostly preferred for the calculation of quantities.
@@structguru2200 sir , have you seen Revit software steel design video ...
In my etabs the reference points appear as tiny dots.
I cannot increase the size. Does anyone know how to fix this?
Found it. Go to options, graphics mode and select standard or directx.
sir, after the structural analysis, how do you detail the rebars of the members?
For detailing please visit the following link th-cam.com/video/orGxC-Dx-Js/w-d-xo.html
Sir When will you be make a video to generate the drawing data in the form drawing of this structure?
Kindly make that video we will be highly appreciate you. ❤
I have already uploaded a video on detailing. you can refer the following link. th-cam.com/video/orGxC-Dx-Js/w-d-xo.htmlsi=KJK7l9Ewu_M8_Gvb
How can you edit material properties after analysing the structure?
How to model evolution tower in etabs
th-cam.com/video/iwYMbmmE1N4/w-d-xo.html
real i appreciate your nice training, could you please share documents as well?
Thank you! you can download the files using following link drive.google.com/drive/folders/1Ytee8pjFMoGovoMdUWn4k5HobID5LkUD?usp=sharing
thanks alot
49:43 didn't understand why the stairs that you assign from where too, 39 and 38. something. Hope you explain soon , sir
How to Analyse a beam with different moment of inertia. Thanks in advance
Bro shall we assign Masonry for Brick walls in section properties?
How to model evolution tower in etabs
th-cam.com/video/iwYMbmmE1N4/w-d-xo.html
this means if we use ubc97 then we cant use version 18.1.1 of etabs ??? why did they remove it???
SAP 2000 & ETABS modelling (free)
th-cam.com/play/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45.html
Where can I download ETABS please
Or STAAD. I really need it so badly.
Could you please guide me from where I can get ASCE 7 19 manual, or if you have the pdf version of it, could you or any one from the comment section email me the pdf version?
👍👍👍👍🙏🙏
Timestamp 58:13
You REPLACED the Load... you should have ADDED
Timestamp 1:00:46
You took 6 Inches wall as 0.6 feet which should be 0.5 feet
1) If you are adding any superimposed load to "Dead Load" load pattern, in that case you have to check "add to existing loading". Otherwise, the default option "Replace Previous load" would not make any changes in the loads when you add load to other load patterns.
2) Haven't seen that part though, but its a minor change i believe.
I have one quaary sir while assining wind load both ways is requires or only one (using diaphragam or by manual applying wind coefficient)
Both ways.
StructGURU after design check my 16 member failed. How can i find which member is failed and how to correct it sir . Help me
@@SanjuSingh-tj3gn Failed members are highlighted with red colors. Right click on the failed members and see the reason why they are failing. Then define a new section with slightly higher cross-sectional area and again run the analysis.
StructGURU thanku sir g
sir please do in meters and IS codes
May i know the reason why you have selected American Codes instead of Indian Codes? If I model using Indian codes, does the process you have explained gets differ?
The modelling process is same for all codes. No difference at all. You just need to see the parameters (loads, combination, factors etc.) accroding to the code you are using.
Boss please do a video on BS8110:1997,1
sir can we take print out of all the beam column detailing with rod length dia and spacing if it is please make it as videos
Sure! Will upload soon.
You haven't incorporated the property modifiers for slab as per ACI code.
How to model evolution tower in etabs
th-cam.com/video/iwYMbmmE1N4/w-d-xo.html
I have a Question 👋🏻
You replaceed the previous loads ( Mortar &Tile ) with the New dead load and Live load can you plz elaborate.
I loved the video it's quite helpful
1:33:00 where you assigned the loads
If you are adding any superimposed load to "Dead Load" load pattern, in that case you have to check "add to existing loading". Otherwise, the default option "Replace Previous load" would not make any changes in the loads when you add load to other load patterns.
In the Seismic loading topicm The Response Modification Factor for Ordinary reinforced concrete frames is R=3, Sys ovr omeg = 3, Deflection = 2.5, in accordance to ASCE 7-16 page 91. But you are using R = 8, Sys ovr omeg = 3, Deflection = 4.5, i think which is wrong
These factors corresponds to the type of detailing used in a structural element. And based on detailing type, there are different moment resisting frames. when you use 8, this means that the analysis is performed considering special moment resisting frame.
SMRF Have connections between beams and columns that are capable of transmitting both gravity loads and lateral forces through bending moments. This enables the frame to resist and redistribute the seismic forces effectively.
SMRF are designed to exhibit ductile behavior. Ductility refers to the ability of a material or structure to undergo significant deformation before failure.
how can we give number of bars for the beams and columns???????
SAP 2000 & ETABS modelling (free)
th-cam.com/play/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45.html
How to check Global displacement of building at Top level?
Sir, can u help me an excel sheet for column and beam steel design... please
Can You Elaborate on the reason behind modifying the torsional Constant?
It is related with distribution of torsional stresses to those members connected to beams.
Sir please provide link of next video
sir Kindly Upload the video on checks as well plz ?
SAP 2000 & ETABS modelling (free)
th-cam.com/play/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45.html
Sir can you please explain how to select appropiate dimensions for beams and columns.
Watch this video th-cam.com/video/MnErnoEVNEU/w-d-xo.html
Sir plz provide link of ur all codes with name so that I can choose....upload these in ur drive.....
Also very thanks to u for helping me
I will also subscriber u sir....so that u an help a new structural engineer...
U have shared link to a person u should provide it in description....
SAP 2000 & ETABS modelling (free)
th-cam.com/play/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45.html
How can i dowload software
Can you make a video based on IS code also..Thank you in advance
SAP 2000 & ETABS modelling (free)
th-cam.com/play/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45.html
what about plinth beam and foundation
is Plinth beam design in safe??? and what are the rule for designing a plinth beam explain plz
foundations will be designed separately either manually or using SAFE or STAAD Foundation. In my upcoming tutorials i will design using both method. Plinth beams are design in the same way as regular beams.
How the height of wall is height is 10.5ft? Pleaseeee if anyone can explain
Story height 12 ft - Beam Depth 1.5 ft = 10.5 ft.
Sir why not just draw reference points for modeling staircase instead of dividing these beams into halves?
SAP 2000 & ETABS modelling (free)
th-cam.com/play/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45.html
Two Questions:
1- How you identify for ETABS that slab is one-way or two-way slab?
2- What about the design of the slab? How you would you design the reinforcement for it?
Assalam O Allikum!
Dear brother, it shows the Area of steel required for RCC structural members for which you've to select appropriate steel detailing as per Codes followed in your respective countries. The Reinforcement detailing is based upon your Engineering judgement and knowledge.
Regards.
SAP 2000 & ETABS modelling (free)
th-cam.com/play/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45.html
if you want to apply one way slab manually, in that case, choose slab type as membrane and select special one way distribution. if you allow software to do the load transfer, this is to be done bases on relative stiffness of a member which is computed by software.
As far as slab design is concerned, Slab design is similar to beam design. I have uploaded a video related to it on my channel, you can have a look. th-cam.com/video/N3SoldH4AIA/w-d-xo.htmlsi=kB6cmYlh2cP4b9h9
1:01:20 sir in that min i was not able to edit just one story , its in all story mood
How can i change the units from metre to feet?
SAP 2000 & ETABS modelling (free)
th-cam.com/play/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45.html
Hi sir! I have subscribed your channel after watching Etabs lessons!
Thank you for such a good content !
I need small help from you! I was in final year Mtech(Structures). My project is on design of Rcc buildings on sloping ground using Etabs!
Can you pls help me out how to draw a Stepback frame & stepback-Setback frames in Etabs! Slope may be of any angle like 27degree,29degree,31degree!
How to model evolution tower in etabs
th-cam.com/video/iwYMbmmE1N4/w-d-xo.html
So much information well ubc 97 is obsolete from etabs and here in pakistan we are still using it :/
SAP 2000 & ETABS modelling (free)
th-cam.com/play/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45.html
Sir can you please tell us how to find out quantity of steel usind etabs
SAP 2000 & ETABS modelling (free)
th-cam.com/play/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45.html
My stair didnot change the number when I select the floor, it's so strange when u can do it easily, I didn't select stair how can I get it, you can get it even u not select the stair, why
SAP 2000 & ETABS modelling (free)
th-cam.com/play/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45.html
your next video link? you were supposed to show how beam and column position is decided.
th-cam.com/video/MnErnoEVNEU/w-d-xo.html
Visit my chnnel for more informative videos.
Sir can u send a pdf file of that drawing used in this tutorial?
51:18 you replaced load instead of add?
Doesn't make any difference in this case.