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.
@@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.
Dear Sir! You had an oversight while reading the data for "Ordinary reinforced concrete moment frames" @ 1:19:43 . The actual values for "Response Modification Coefficient, R_a," "Overstrength Factor, Ω_0^b," and "Deflection Amplification Factor, C_d^c are 3, 3, 2½ respectively for Ordinary reinforced concrete moment frames . Besides there are some minor oversights in the video. Best Regards Inayat
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.
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.✌️💯
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 ...
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.
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
Its ok that the higher columns getting higher percentage of steel as compare to lower columns because of moments but a good structural engineer makes sure that the lower columns get higher steel percentage as compare to upper columns, don't forget the recent disaster happened in Turkey just because of these kind of designs. Orthogonal direction for loads and torsion during earth quake is also important to analyze.
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. ❤
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.
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.
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?
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?
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.
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.
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?
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.
@@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.
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.
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. ruclips.net/video/N3SoldH4AIA/видео.htmlsi=kB6cmYlh2cP4b9h9
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.
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?
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...
![I.N "HALLUCINATION" | [Stray Kids : SKZ-PLAYER]](http://i.ytimg.com/vi/n5B5q1Hwt_U/mqdefault.jpg)
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
"Difference is in details" . Dear sir your videos stand apart from rest of available on RUclips. This is best channel for civil engineers.
Thank you! 😊
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.
ruclips.net/video/C0Iufr-Ty6w/видео.html
The Best video to learn ETABS till now... Bro keep this up u are a good teacher bcz your explain power is awesome...
Thanks!
Dear Sir!
You had an oversight while reading the data for "Ordinary reinforced concrete moment frames" @ 1:19:43 . The actual values for "Response Modification Coefficient, R_a," "Overstrength Factor, Ω_0^b," and "Deflection Amplification Factor, C_d^c are 3, 3, 2½ respectively for Ordinary reinforced concrete moment frames . Besides there are some minor oversights in the video.
Best Regards
Inayat
The best video I saw about ETABS , thank you
Thanks!
Excellent explanation, I learnt so much than any video I've watched before 👍
ruclips.net/video/C0Iufr-Ty6w/видео.html
each second is informative. more power to you Sir. Keep growing.
ETABS basic modelling
ruclips.net/video/20OEfrDMVnw/видео.html
SAP 2000 basic modelling_1
ruclips.net/video/NuS_My_N3_Y/видео.html
SAP 2000 basic modelling_2
ruclips.net/video/dHfB2uPkE6w/видео.html
Download SAP
getintopc.com/?s=sap+2000
Download ETABS
getintopc.com/?s=ETABS
Great job! Thank you very much! I managed to follow you step by step!
Thanks!
thank you sir for such an informative video on youtube. especially for using different codes thank you.
Thanks!
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 :)
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!
Good work! You explain everything in detail.Thanks
Thanks! 😊 Keep watching!
great job sir everything is explained in a great way I learned a lot of things
Thanks! 😊 Keep watching!
I am very satisfied of your educationalt utorial thank you sir.
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! :)
You are so good sir. God bless you 😇
Thanks!
well explained how to use.keep up.
Kia baat hai sir g kia baat hai...
❤️❤️❤️
Awesome
Kya baat hai sir g kya baat hai ♥️♥️♥️♥️♥️
Parha kro bhai prha kro
@@MuhammadHasnain-fz5wo ok g
Is there certificate ?
Wow great explanation make more videos of designing thanks alot
Thanks! 😊 Keep watching!
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
ruclips.net/video/iwYMbmmE1N4/видео.html
Sir It is very good helpful to us .
Please upload Next part sir
SAP 2000 & ETABS modelling (free)
ruclips.net/p/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45
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!
Best Tutorial
Thank you for the nice tutorial.
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 ...
Good work.Everything explained in detail.Thanks
Thanks 😄
@@structguru2200 sir what is beam dimension
@@structguru2200wall dimension
@@saraswathimsaraswathim724 6"x24"
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.
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)
ruclips.net/p/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45
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!
Its ok that the higher columns getting higher percentage of steel as compare to lower columns because of moments but a good structural engineer makes sure that the lower columns get higher steel percentage as compare to upper columns, don't forget the recent disaster happened in Turkey just because of these kind of designs. Orthogonal direction for loads and torsion during earth quake is also important to analyze.
So useful thank u
49:43 didn't understand why the stairs that you assign from where too, 39 and 38. something. Hope you explain soon , sir
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. ruclips.net/video/orGxC-Dx-Js/видео.htmlsi=KJK7l9Ewu_M8_Gvb
How to check Global displacement of building at Top level?
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 you very much gentleman
How to model evolution tower in etabs
ruclips.net/video/iwYMbmmE1N4/видео.html
22:06 my column squares are getting too big in size. How to reduce the size
Great job sir. God bless you. Thank you.
Thanks 😄
@@structguru2200 Where r u from
Excellent
during slab section define, why are you not give property/stiffness modifier value?
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.
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
ruclips.net/video/iwYMbmmE1N4/видео.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.
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.
Thank you ..Kindly make a video on Minaret also... pleaseeeeee I m facing difficulty in that
How to model evolution tower in etabs
ruclips.net/video/iwYMbmmE1N4/видео.html
Sir please provide link of next video
respect from Pakistan
and please provide and pin all code books in the comments section
thanks
SAP 2000 & ETABS modelling (free)
ruclips.net/p/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45
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?
Impressive,
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.
sir, after the structural analysis, how do you detail the rebars of the members?
For detailing please visit the following link ruclips.net/video/orGxC-Dx-Js/видео.html
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
ruclips.net/video/iwYMbmmE1N4/видео.html
How to Analyse a beam with different moment of inertia. Thanks in advance
1:01:20 sir in that min i was not able to edit just one story , its in all story mood
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 ...
good information
SAP 2000 & ETABS modelling (free)
ruclips.net/p/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45
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)
ruclips.net/p/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45
2:11:05 what is the maximum value? For resist
How to model evolution tower in etabs
ruclips.net/video/iwYMbmmE1N4/видео.html
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
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.
Boss please do a video on BS8110:1997,1
Where can I download ETABS please
Or STAAD. I really need it so badly.
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
Sir ,
How to get bending moment values and axial moment values for plot graph of their values ??
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.
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 can you please explain how to select appropiate dimensions for beams and columns.
Watch this video ruclips.net/video/MnErnoEVNEU/видео.html
how do u deal with T and L beams?
51:18 you replaced load instead of add?
Doesn't make any difference in this case.
Bro shall we assign Masonry for Brick walls in section properties?
How to model evolution tower in etabs
ruclips.net/video/iwYMbmmE1N4/видео.html
You haven't incorporated the property modifiers for slab as per ACI code.
How to model evolution tower in etabs
ruclips.net/video/iwYMbmmE1N4/видео.html
your next video link? you were supposed to show how beam and column position is decided.
SAP 2000 & ETABS modelling (free)
ruclips.net/p/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45
Sir can u send a pdf file of that drawing used in this tutorial?
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)
ruclips.net/p/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45
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. ruclips.net/video/N3SoldH4AIA/видео.htmlsi=kB6cmYlh2cP4b9h9
Can you make a video based on IS code also..Thank you in advance
SAP 2000 & ETABS modelling (free)
ruclips.net/p/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45
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.
How can you edit material properties after analysing the structure?
How to model evolution tower in etabs
ruclips.net/video/iwYMbmmE1N4/видео.html
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 Kindly Upload the video on checks as well plz ?
SAP 2000 & ETABS modelling (free)
ruclips.net/p/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45
sir please do in meters and IS codes
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)
ruclips.net/p/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45
Thank U sir
Sir why not just draw reference points for modeling staircase instead of dividing these beams into halves?
SAP 2000 & ETABS modelling (free)
ruclips.net/p/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45
So much information well ubc 97 is obsolete from etabs and here in pakistan we are still using it :/
SAP 2000 & ETABS modelling (free)
ruclips.net/p/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45
Sir what about Checks??? Story drift ,Soft Storey,Torsional Irregularities Seismic and Wind chks???
As Per ASCE 7-16?
I will upload a video on checks too.
@@structguru2200 thank you sir i will wait ....can i have your contact num plz ...
Batrasian05@gmail.com
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.
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?
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)
ruclips.net/p/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45
Sir can you please tell us how to find out quantity of steel usind etabs
SAP 2000 & ETABS modelling (free)
ruclips.net/p/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45
Sir, can u help me an excel sheet for column and beam steel design... please
how can we give number of bars for the beams and columns???????
SAP 2000 & ETABS modelling (free)
ruclips.net/p/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45
could you send me that pdf book you are using
Can you help me in my project... design 10 story by ettabs
How can i dowload software
From where have you downloaded software plz reply
Getintopc.com
Is this tutorial according to ACI code
Yes!
@@structguru2200sir wall dimension