ETABS in 2 hours | A complete design course

[@awhig2474]

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

[@AbhijeetDhule]

"Difference is in details" . Dear sir your videos stand apart from rest of available on KZbin. This is best channel for civil engineers.

[@structguru2200]

Thank you! 😊

[@alikhokhar7716]

The Best video to learn ETABS till now... Bro keep this up u are a good teacher bcz your explain power is awesome...

[@structguru2200]

Thanks!

[@kinzangjamtsho1827]

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]

Thanks! 😊 Keep watching!

[@kinzangjamtsho1827]

@@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.

[@civilengrsoftware]

kzbin.info/www/bejne/eWGsppmoYrmsbNk

[@dr.abdulkareemalturaihi3021]

The best video I saw about ETABS , thank you

[@structguru2200]

Thanks!

[@GodGamingGamerX]

Excellent explanation, I learnt so much than any video I've watched before 👍

[@civilengrsoftware]

kzbin.info/www/bejne/eWGsppmoYrmsbNk

[@inayatabbas4096]

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

[@MuhammadFahadAli-yz8wg]

each second is informative. more power to you Sir. Keep growing.

[@Catloverss95]

ETABS basic modelling kzbin.info/www/bejne/aGGydpmoebKJpNk SAP 2000 basic modelling_1 kzbin.info/www/bejne/hKa2kICvlLNmlbs SAP 2000 basic modelling_2 kzbin.info/www/bejne/mnnJc2WrhdB4bNk Download SAP getintopc.com/?s=sap+2000 Download ETABS getintopc.com/?s=ETABS

[@btroll4041]

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.

[@structguru2200]

Thanks :)

[@Rainfall739]

Great Video , i am taking interest to watch full video and the way u explained looks so easy to understand.

[@structguru2200]

Thanks!

[@mohamedmansoorali5310]

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.✌️💯

[@structguru2200]

Thank you! :)

[@mcniulian]

Great job! Thank you very much! I managed to follow you step by step!

[@structguru2200]

Thanks!

[@mohaibullah5215]

thank you sir for such an informative video on youtube. especially for using different codes thank you.

[@structguru2200]

Thanks!

[@hieuhavan7555]

thanks so much bro, your video is so helpful, I really love it!

[@structguru2200]

Thanks!

[@fabianwambanda8783]

Good work! You explain everything in detail.Thanks

[@structguru2200]

Thanks! 😊 Keep watching!

[@asifabbasi7850]

great job sir everything is explained in a great way I learned a lot of things

[@structguru2200]

Thanks! 😊 Keep watching!

[@legessesiamregne4212]

I am very satisfied of your educationalt utorial thank you sir.

[@kennyomega8937]

You are so good sir. God bless you 😇

[@structguru2200]

Thanks!

[@MuhammadHasnain-fz5wo]

Kia baat hai sir g kia baat hai... ❤️❤️❤️

[@surajitkundu9551]

Awesome

[@hariassociatesengineersarc9146]

thank you, Everything explained in detail, if possible make a video for Plinth beams ,stub columns ,St. Case etc. thank you

[@olevel_maths1470]

How to model evolution tower in etabs kzbin.info/www/bejne/n6i8fpWjoqpkhJY

[@antoniocfunt768]

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!

[@structguru2200]

Thanks!

[@zainashfaq7953]

Kya baat hai sir g kya baat hai ♥️♥️♥️♥️♥️

[@MuhammadHasnain-fz5wo]

Parha kro bhai prha kro

[@zainashfaq7953]

@@MuhammadHasnain-fz5wo ok g

[@getinetmelesse9497]

Is there certificate ?

[@samudraray6691]

Sir It is very good helpful to us . Please upload Next part sir

[@olevel_maths1470]

SAP 2000 & ETABS modelling (free) kzbin.info/aero/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45

[@monalithakur2477]

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.👍

[@structguru2200]

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.

[@atharzaman8119]

Wow great explanation make more videos of designing thanks alot

[@structguru2200]

Thanks! 😊 Keep watching!

[@waqasshoukat5906]

Best Tutorial

[@jingnie7317]

Thanks for you videos, it has much details. Could you make some videos for timber design.

[@georgen9755]

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 ...

[@fabianwambanda8783]

Good work.Everything explained in detail.Thanks

[@structguru2200]

Thanks 😄

[@saraswathimsaraswathim724]

​@@structguru2200 sir what is beam dimension

[@saraswathimsaraswathim724]

​@@structguru2200wall dimension

[@structguru2200]

@@saraswathimsaraswathim724 6"x24"

[@aswanysreejith1137]

Sir thank you vary much..... I dont know how to thank you.... I will definitely make my friends to subscribe your channel🙏🙏thankuuuuu.

[@olevel_maths1470]

SAP 2000 & ETABS modelling (free) kzbin.info/aero/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45

[@awhig2474]

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

[@m.abubakrarqam4278]

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.

[@ZAIDGogo-z9r]

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

[@structguru2200]

Thanks!

[@vickyalvaniz9246]

well explained how to use.keep up.

[@ali5079-OG]

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.

[@mohammadniazai646]

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. ❤

[@structguru2200]

I have already uploaded a video on detailing. you can refer the following link. kzbin.info/www/bejne/paOqqXZjed1ggNUsi=KJK7l9Ewu_M8_Gvb

[@pritamdas5658]

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

[@structguru2200]

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.

[@manikandanr4592]

Thank you for the nice tutorial.

[@ElyjunEnriquez]

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

[@structguru2200]

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.

[@sahbaekhtiari6944]

So useful thank u

[@dagnadessie751]

during slab section define, why are you not give property/stiffness modifier value?

[@danielebenvegnu8147]

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?

[@goodmind6446]

LINK TYPE ELEMENT MUST BE MODELLED TO DEVELOP LOAD TRANSFER MECHANISM WHICH RSULTS RELIABLE RESULT.

[@treft3853]

respect from Pakistan and please provide and pin all code books in the comments section thanks

[@olevel_maths1470]

SAP 2000 & ETABS modelling (free) kzbin.info/aero/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45

[@Salmankhan-mf1wb]

thank you very much gentleman

[@olevel_maths1470]

How to model evolution tower in etabs kzbin.info/www/bejne/n6i8fpWjoqpkhJY

[@babulchandra8760]

Excellent

[@trinhmr5716]

49:43 didn't understand why the stairs that you assign from where too, 39 and 38. something. Hope you explain soon , sir

[@S.A.R.Y.]

How to check Global displacement of building at Top level?

[@rampokhrel8943]

Great job sir. God bless you. Thank you.

[@structguru2200]

Thanks 😄

[@shadowvapour8372]

@@structguru2200 Where r u from

[@sayyamasif3627]

Impressive,

[@ayanbhattacharjee1076]

22:06 my column squares are getting too big in size. How to reduce the size

[@AyodhyaGROWMORE]

Excellent Class. could you give some insights into the difference between ASCE 7-10 and 7-16

[@structguru2200]

Difference in seismic coefficient values. You can find a presentation on google easily.

[@olevel_maths1470]

How to model evolution tower in etabs kzbin.info/www/bejne/n6i8fpWjoqpkhJY

[@mohammadqasim8310]

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?

[@olevel_maths1470]

How to model evolution tower in etabs kzbin.info/www/bejne/n6i8fpWjoqpkhJY

[@junahermino3499]

sir, after the structural analysis, how do you detail the rebars of the members?

[@structguru2200]

For detailing please visit the following link kzbin.info/www/bejne/paOqqXZjed1ggNU

[@learnwithrabbia2622]

Thank you ..Kindly make a video on Minaret also... pleaseeeeee I m facing difficulty in that

[@olevel_maths1470]

How to model evolution tower in etabs kzbin.info/www/bejne/n6i8fpWjoqpkhJY

[@ConstructionTechandVlogging]

Can you make video on footing and staircase design on Excel sheet by inputting value from Etabs result? That would be highly appreciated.

[@structguru2200]

Yes, I am working on it.

[@noushadk750]

@@structguru2200me too need this excel sheet for colmn and beam steel design

[@rajendrakamble2262]

Great job sir, i have doubt in slab meshing , by using automatic meshing adjacent slab mesh line are not in line.

[@structguru2200]

In that case tou have to make it in line manually. I usually perfer to go for manual meshing.

[@DrDream27]

How to Analyse a beam with different moment of inertia. Thanks in advance

[@maddytecno6099]

good information

[@olevel_maths1470]

SAP 2000 & ETABS modelling (free) kzbin.info/aero/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45

[@danishakbar5364]

Sir what about Checks??? Story drift ,Soft Storey,Torsional Irregularities Seismic and Wind chks???

[@danishakbar5364]

As Per ASCE 7-16?

[@structguru2200]

I will upload a video on checks too.

[@danishakbar5364]

@@structguru2200 thank you sir i will wait ....can i have your contact num plz ... [e-mail]

[@kastrokiran109]

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?

[@structguru2200]

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.

[@magdhumhussain3570]

hi sir, very much helpful classes, thank you very much. how to get quantity of steel rebar and concrete of whole structure

[@structguru2200]

There are many ways to do it. Either Manual calculations or revit software is mostly preferred for the calculation of quantities.

[@noushadk750]

@@structguru2200 sir , have you seen Revit software steel design video ...

[@shahzebali6180]

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

[@structguru2200]

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.

[@murtazamahemudmustak4386]

your next video link? you were supposed to show how beam and column position is decided.

[@olevel_maths1470]

SAP 2000 & ETABS modelling (free) kzbin.info/aero/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45

[@SanjuSingh-tj3gn]

I have one quaary sir while assining wind load both ways is requires or only one (using diaphragam or by manual applying wind coefficient)

[@structguru2200]

Both ways.

[@SanjuSingh-tj3gn]

StructGURU after design check my 16 member failed. How can i find which member is failed and how to correct it sir . Help me

[@structguru2200]

@@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.

[@SanjuSingh-tj3gn]

StructGURU thanku sir g

[@techcheeta5101]

Sir can you please explain how to select appropiate dimensions for beams and columns.

[@structguru2200]

Watch this video kzbin.info/www/bejne/g5-oo6GleruBe7c

[@murtazaahadi1658]

Can you send me the link of the structural loads book that you used in the video?

[@Engrwaleed555]

You haven't incorporated the property modifiers for slab as per ACI code.

[@olevel_maths1470]

How to model evolution tower in etabs kzbin.info/www/bejne/n6i8fpWjoqpkhJY

[@ahmedali-nt7sq]

So much information well ubc 97 is obsolete from etabs and here in pakistan we are still using it :/

[@olevel_maths1470]

SAP 2000 & ETABS modelling (free) kzbin.info/aero/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45

[@Engrwaleed555]

Sir why not just draw reference points for modeling staircase instead of dividing these beams into halves?

[@olevel_maths1470]

SAP 2000 & ETABS modelling (free) kzbin.info/aero/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45

[@arvinroda5022]

Where can I download ETABS please Or STAAD. I really need it so badly.

[@shubhankarlohani2587]

Sir please provide link of next video

[@syakilaharnum2495]

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.

[@hansonhenry5568]

Boss please do a video on BS8110:1997,1

[@shahidnazir622]

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...

[@shahidnazir622]

U have shared link to a person u should provide it in description....

[@olevel_maths1470]

SAP 2000 & ETABS modelling (free) kzbin.info/aero/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45

[@kenethkaunda2766]

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?

[@olevel_maths1470]

SAP 2000 & ETABS modelling (free) kzbin.info/aero/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45

[@twinkleshah1408]

Sir , How to get bending moment values and axial moment values for plot graph of their values ??

[@kirubakaranrajendran5918]

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

[@structguru2200]

Sure! Will upload soon.

[@komalshafique2796]

Thank U sir

[@mihir2.058]

How can i install etabs in my laptop???

[@boniphacesongo3709]

real i appreciate your nice training, could you please share documents as well?

[@structguru2200]

Thank you! you can download the files using following link drive.google.com/drive/folders/1Ytee8pjFMoGovoMdUWn4k5HobID5LkUD?usp=sharing

[@boniphacesongo3709]

thanks alot

[@shahmeermalik4953]

Is this tutorial according to ACI code

[@structguru2200]

Yes!

[@saraswathimsaraswathim724]

​@@structguru2200sir wall dimension

[@mohammedabed694]

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?

[@MDBZ4]

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.

[@olevel_maths1470]

SAP 2000 & ETABS modelling (free) kzbin.info/aero/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45

[@structguru2200]

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. kzbin.info/www/bejne/hGS2oJ-afZl0f6Msi=kB6cmYlh2cP4b9h9

[@osmbj1377]

Thanks

[@durgaindira5358]

Bro shall we assign Masonry for Brick walls in section properties?

[@olevel_maths1470]

How to model evolution tower in etabs kzbin.info/www/bejne/n6i8fpWjoqpkhJY

[@lebanon7053]

this means if we use ubc97 then we cant use version 18.1.1 of etabs ??? why did they remove it???

[@olevel_maths1470]

SAP 2000 & ETABS modelling (free) kzbin.info/aero/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45

[@anuanu1988]

Can you make a video based on IS code also..Thank you in advance

[@olevel_maths1470]

SAP 2000 & ETABS modelling (free) kzbin.info/aero/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45

[@er.lalitbhatt7343]

Can You Elaborate on the reason behind modifying the torsional Constant?

[@structguru2200]

It is related with distribution of torsional stresses to those members connected to beams.

[@danishakbar5364]

sir Kindly Upload the video on checks as well plz ?

[@olevel_maths1470]

SAP 2000 & ETABS modelling (free) kzbin.info/aero/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45

[@shaikhmujtaba69]

How can you edit material properties after analysing the structure?

[@olevel_maths1470]

How to model evolution tower in etabs kzbin.info/www/bejne/n6i8fpWjoqpkhJY

[@mosesfukiza7355]

how do u deal with T and L beams?

[@EmaanYousaf-p5v]

Sir can u send a pdf file of that drawing used in this tutorial?

[@trinhmr5716]

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

[@olevel_maths1470]

SAP 2000 & ETABS modelling (free) kzbin.info/aero/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45

[@er.umarkhan]

2:11:05 what is the maximum value? For resist

[@olevel_maths1470]

How to model evolution tower in etabs kzbin.info/www/bejne/n6i8fpWjoqpkhJY

[@soujanyathumu8743]

how can we give number of bars for the beams and columns???????

[@olevel_maths1470]

SAP 2000 & ETABS modelling (free) kzbin.info/aero/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45

[@syedkhadeerahmed3402]

From where have you downloaded software plz reply

[@fabianwambanda8783]

Getintopc.com

[@theshaikh1563]

Sir can you please tell us how to find out quantity of steel usind etabs

[@olevel_maths1470]

SAP 2000 & ETABS modelling (free) kzbin.info/aero/PLg_GL42KJkmFSWhzL7y1-xfd1xBpdNl45

[@aniketramteke5819]

sir please do in meters and IS codes

[@deldagon1]

In my etabs the reference points appear as tiny dots. I cannot increase the size. Does anyone know how to fix this?

[@deldagon1]

Found it. Go to options, graphics mode and select standard or directx.

[@altamont_2439]

51:18 you replaced load instead of add?

[@structguru2200]

Doesn't make any difference in this case.

[@sultannasr3316]

1:01:20 sir in that min i was not able to edit just one story , its in all story mood

[@khalidsikandar6772]

what about plinth beam and foundation is Plinth beam design in safe??? and what are the rule for designing a plinth beam explain plz

[@structguru2200]

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.

[@muddasirrehman6711]

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?