Etabs 2015 Tutorial 4 - Analysis and Design
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- เผยแพร่เมื่อ 10 มิ.ย. 2016
- Etabs 2015 tutorial 4 deals with the analysis and design of the commercial building model.
The topics disscussed are listed below:
(1) Analysis 0:30
(2) Time period 1:50
(3) Support reactions 3:14
(4) Frame reactions 4:34
(5) Design 6:25
In analysis,tutorial explains about the model check that the model has to undergo before the analysis to make sure that the model is free from errors.
In time period,steps to find the find the time period of the model for each mode cases are explained.
In support reactions,tutorial explains how to find the support reaction values under the points where the support are assigned.The support reactions are used in design of foundation.
Under frame reactions ,the steps are discussed to display the shear force and bending moments of the beam elements of the model.This section also explains how to find axial forces for the columns.
In Design,the steps required to generate design reports are for each section elements in etabs 2015 are explained.
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Saw all your videos of this playlist, must say we are blessed generation to have mentors/tutors like you online! Thank You so very much! :)
Great tutorial, well planned and organized from start to finish. Thank You
Hi,
In this model before analysis you have to fix the base. ( Restrains)
And you have done a best presentation....
All these five videos of etabs are excellent. Also make a video for design of the foundation(Raft) of the building in safe by transfeering the base reactions from etabs to safe.
thnx a lot....one of the best tutorial on etabs i have ever seen....keep it up...
Thank you that was very useful I spent the whole day watching and modelling this building step by step with you in the 4 videos. Thank you again
+Amer Khataybeh glad to hear tat..:-)
And we need more design examples if possible ;)
Hello sir.....I have watched all 5 tutorials of u.....It was very useful also thanks for sharing your Knowledge.
Very useful tutorial , hoping to go further into slab design and the differences between the shell and membrane , Thanks a lot.
Thanks for the presentation. very useful for beginners. waiting for next .......
so helpful thank you so much for sharing these
videos :)
Very Useful Tutorial !! Thanks a LOT!!
Sir , the values of BM, SF , Axial forces ets given by etabs after design, can we know whether those values are right n can be considered for execution..?
coz in etabs as we know for the things which we don't define or specify , it automatically takes up some dummy or default values..
Very clear and informative. Thank you. :)
the videos are very useful.. great work.. pls upload more videos for practicing design..thank u
Hello ! Can you please tell me that the results obtained from ETABS analysis( Base shear, Displacements, Drifts) are already amplified or they have to be multiplied with the force modification factors (R in ASCE or Rd-Ro in NBCC)?
good job
thanks guys its very helpful tutorials
thank u so much for this beautiful lecture ....
This helped alot in my design for a class project
thank you v much for sharing this information .
i am very grateful
Thanks. very helpful video.
hello, your videos are great and helpful for beginners but i have doubt that why we haven't given dead load for beam and column ...is it takes automatically?
second thing is i m not able to remove warning of nearby column and slab of each floor ..so make one video for that...
thank yoy
Syukron 🙏
Good Job !
Thanks
great tutorial, very useful, thank you ...
:-) Thanks
Useful tutorial..Well done
How do I know which element of the structure is carrying the maximum load, moment and ,shear force.
thankyou sir for this tutorial..it was very useful
thank you so much it has been very helpful
+mugtaba mohamed thank you
GREAT VIDEO
Great Vidio thank you so much .
Please make more videos sir. It's very usefulness.
why do we need to consider unfactored load combo for design of footing?
very good and useful tutorial
Sir ..this vedio is really .. helpful to us ....I have one doubt sir ....for showing the reinforcement details which we have to show either Envelope or other..
Hi
How can I get the self load for the building by using the sap2000 or etabs software
great tuts..
is it not available to see the rebar details in etabs as of staddpro???
Very helpful sir
Sir we add other material properties
Hi, How can I get the required steel for my slab? Beams and columns are straight forward, is there a different way for the slab?
For area load transfer warning...what should i do?
After completing design how the design is finalize for practical work?
In this video. You are told that "use unfactored load comb for footing" which is unfactored comb in total 9 combs..????
And also which KN load we should take for the footing design..
Plz give reply.......
Helpful video
Thank's Sir
nice tutorial
its really useful ...
hello sir .. how to check whether the drsign is safe r not ... Can u please explain.
what about the design of the shear wall provided as lift shaft?
doesnt show the reinforcemennt shear minor major on my columns? any idea why?
How to do analysis of structure with tuned liquid mass damper???
Very very nice
Very informative video tutorial, Thank you sir. I hope you can upload video tutorial for flat slab design.
+Oscar Eulatic thank you......sure...I'l try..:-)
good tutorial, please upload a video how to get total detailing chart in etabs
Thanks for this etabs tutorial on RCC building design. Suppose If i want to assign min rebar percentage for columns , say 1.2 or more , where i required to enter this value in etabs, Plz explain
i dont understand why you need to provide min reinf...etabs anyway calculates min reinf as .8% as per is code
thank
How we have to calculate time period for each story ?
Good tutorial class, please make one video for warnings and diffrent error solving ? getting more error but dont know how to solve it , thank you
While seeing Summary what are the data we should see ...?
Criteria for that...?
What mean by unfactored condition for real design
its great man ... keep it on plssssssssssssssssssss
lol
+ADNAN ALaji thank you
I have designed a hospital building with plinth area of 308 sq m. After design, I am getting more reinforcement on ground floor rather than columns below plinth level. Can you tell me the reason for this?
sir the deformed shape is not active after analysis
I have one more doubt For Brasing Building how we have to design the building..???
Sir what do you mean by Time period?
and how to get the most economical design?
Hello Sir, After assigning the known dimensions of Columns, Beams, Slab and Loads. If the deflections is coming more than Code provisions (Say 425mm instead of 210mm (code) ), What is the optimize solutions to control the deflection of the building ? ?
+Shreedhar T increase the stiffness of the members
How rectify the error of overlapping of beams warning?
kindly inform me about the moments of slabs i.e M12, M22 and M21. I am confuse about these moment. What type of moment should I took for design of slab?
If it is a one way slab the moment is along the shorter span , if it’s a two way slab the moment should be along both spans in the X,Y directions , the moment are calculated through the supports if you know the supports moment’s that should be the slab moments as well .
How to design shear wall and stair case in that pkan
CAN WE CONSIDER SHEARWALL AS A WIDE COLUMN HOW TO DESIGN SHEARWALL IN STAAD PRO CONNECT EDITION PLEASE HELP
sir column failure is there how to change to pass in etabs
its very usefull me thank u
+dondeti mantrareddy Always welcome..:-)
+dondeti mantrareddy Always welcome..:-)
sir , how can we know whatever d results got from etabs are correct or not?
same thing i have a doubt on that topics
do manual check
Sir is there a minimum value for Time Period? mine says 68.8 is that bad?
+Adrian munoz check the building deflection whtr it's in the limits
first thankyou for ur useful tutorial.
can u please explain in ur another vedio about
1. how can we do wind analysis
2. detailing of beams , columns and slabs
3. design of a footing
+Ankit Bhadola thank you....yes I will be doing video related to it..:-)
you mentioned that for checking ,,if the stucture is ok ,,we have to check longitudinal steel ratio ,,,but i have not find that option ,,SIR please tell me in detail?????
+Bishnugyan Sharma design - concrete frame design - display design info - longitudinal reinforcing bars
Respected sir,
what is the full procedure to design footings for this building?
can we export this file to SAFE2014 file?
+Kishan Aghera yes
If analysis shows that our building is stable still we get members failed in the design? Why does it happen?
being stable in analysis doesnt mean it will pass design...increase the size to pass the design
Hi Civilknowhow, Can you please make a video in data interpretation of shear wall design? i want to know how would i check if my shear wall thikness is passed of fail.
+lemuel al fernandez rt now I am working on other topics..but wil decently upload a tutorial on it soon..
Thanks for the prompt reply civilknowhow. Anyway, o you have any reference for shear wall design..Can you help me with it?
+lemuel al fernandez rt now I dont have any material... if I find one.. I will let u know..
Thank you
Hey Bro, I just had a question for you. My building shows, Ground floor column rebar is less than Higher floor columns in ETABS... how to solve this problem?
it might be the real case....due to moments columns in roof level could have higher reinforcement than lower level columns
@@rajeshpullat considering the whole building as a cantilever with fixed support on the ground, moment would be maximum at the bottom floor. How on earth would the top floor column require more reinforcement than the bottom floor column??
@@prafullagartaula123 if you have long span beams, the end moments will be transferred to column. This can cause large moments in end columns and columns at top will be affected more
one more thing, this is more relevant for small buildings, like less than may be 5 storeys or so. But, if the building is tall normally the axial forces govern and you will see larger reinforcement in lower level columns than upper level. Even then, the top most floor column might show slightly larger reinforcement than the ones just below it.
How to design footing
Please do windload
Sir I am a new learner so how we will know our design r safe and weather we know it’s failed
If design fails then, u need to re assign the value so that it becomes safe..
What is the solution when beam fails in shear and torsion?
just change the beam property. like size, concrete grade etc ....
Sir how to know if the beam or column was failed ?
+Alejandro Barce carry out to design n if the results comes out as o/s ,it means the section is failed
How to fix warning
whenever i go for 'check model' and check all the checkboxes,it shows 'not responding' and soon after that it hangs.Please help.
+Vishal Godhwani may b there is an issue with software...try with a diff model n see if it works
thanks,will try that.
If you can upload videos on design of various building components as well,that would be a great help.
Your videos are really,really helpful!Thanks for that as well.
Great work guys!
how to create detailling using etabs report??
+aj ajay will upload a tutorial on it soon...
+aj ajay will upload a tutorial on it soon...
thanks
HOW TO DESIGN FOUNDATION USING STAAD FOUNDATION OR ELSE ETABS REACTION TO STAAD FOUNDATION
please explain in details the column and beam designs as in STAAD PRO we have numers of these elements and detailed uot put we have the same in ETABS also.
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