Earthquake Load Calculations with STAAD Pro | Seismic Design for beginners
ฝัง
- เผยแพร่เมื่อ 9 ก.ค. 2024
- 📕 Download My FREE eBook "How to Start Your Own Structural Consultancy Business - 12 Step Formula" : www.civilblackbox.com/ebook1
🔒 Join my Online Course on "Structural Consultancy Accelerator (Bundle)" to learn "How to Analyze & Design High Rise RCC Structures" : www.civilblackbox.com/sca
👍 Check out my 2nd TH-cam Channel on Tech for Teachers "The Binary IQ" : / thebinaryiq
Gear, Software & Tech That I Use:
Screen Draw Software : Epic Pen - bit.ly/cbbepicpen
Mind Mapping Tool : Edraw Mind - bit.ly/cbbmindmap
What's Covered in this Video?
👇 Don't miss these playlists on my channel:
✅ STAAD Complete (Playlist): bit.ly/cbbstaad
✅ Earthquake Analysis (Playlist): bit.ly/cbbseismic
✅ Structural Analysis Basics (Playlist): bit.ly/basicsofsa
✅ Manual Calculations (Playlist): bit.ly/cbbmanual
DISCLAIMER: Transparency is important to us. This video and description may contain affiliate links, meaning that if you sign up for any of the products using our links, we may earn a small commission at no extra cost to you. Thank you for your ongoing support!
📕 Download FREE eBook "10 Step Process to Creating Your Structural Consultancy Firm" - www.civilblackbox.com/ebook1
AFTER GENERATING SEISMIC VALUES...YOU ENTERED DAMPING RATIO AS 5 % ....BUT AFTER THAT IT SHOWING AS 5 VALUE IN CHART BOX WHERE ALL VALUES HAVE WRITTEN NOT AS 0.05...
THEN HOW THE YOUR MANUAL CALCULATION MATCHING WITH STAAD RESULTS
@@aijazahmadshaikh7003 n NN NJ in nuunu
sorry to be so offtopic but does any of you know a tool to get back into an instagram account??
I somehow forgot my account password. I love any help you can offer me!
Some sort of relief having to learn this from a calm presenter. Thank u sir. I am fast becoming your fan.
Thank you so much for your kind words.
hi sir
i am waqar from kashmir
i am 2022 b tech passout
and currently learning staad pro
Sir your videos cleared all my doubts about siesmic analysis
sir you are doing a great job
god bless you
Thank you for saying that. It means a lot.
One of the best instructor in youtube so far, very informative videos
Wow!! Thanks for such a wonderful comment! 😊
Your channel is the best channel on youtube to learn stadd pro. Beautifully explained every single details. Love your videos.
Thank you so much for your kind words. I highly appreciate that.
Great Hard Work, for making these complex calculation easy. I am looking for these a long time. Now only I got exact explanation. Thanks a lot.
Thank you so much for your kind words Raneesh. Glad to be of service. 🙂
Best explanation video regarding Earthquake
Glad you liked it.
very underrated channel, couldnt find such info aynwhere else, shoutout to the tutor !!
Much appreciated!
Excellent Video: Complete with Sub-Titles and Substantially Excellent English Language plus Reference Material to substantiate the Lecture!
Wow! Thanks for such a deep analysis. I am so glad you loved the effort. 😊
one of the best tutorials on seismic design ❤❤❤❤❤
Thank you so much 😀
I really like the way how you explain. Thank you. You deserve
So nice of you 😊
You are the best teacher I ever saw
Thank you so much for such kind words. It really means a lot to me. Cheers. 😊
The way you explain is so good..
I love your efforts and Those animation are really very much helpful..
Thanks For the info..
Thank you for your kind words of appreciation.
very well explained 👍
This video deserves more views.
Thank you so much for your appreciation. It really means a lot.
simple and deeply explained and cleared all queries. Thank you . hope you will provide a similar video for the Dynamic analysis method.
Thank you 🙂
Very nice Explain & useful video for Structure Engineer
Glad you liked it
Tutorial is elaborate and well structured, touching all the salient features. I liked it.👍
Thanks a lot 😊
@@CivilBlackBox I would appreciate if you could post a session on comparision between member load and physical member load in staad pro, and their significance.
Member load is for simple beams. Once you dwell into the options of physical member creation you will have to create physical member loads. I talk about it in very much detail in my Online Course www.civilblackbox.com/structural-consultancy-blackbox
Best explaination on earthquake load...
Thanks alot...
You are most welcome!
Thank you sir..this vedio helps to escape lot of confusion from my mind..thnks a lot.
You are most welcome
Your videos are just amazing please do videos for wind load , dead and live load
I haven't created videos on WL, DL and LL on this channel. They are however available on the premium version of the course. contact me at kushal@civilblackbox.com if you are interested
BEST THING I HAVE SEEN RELATED TO SOFTWARE
Thank you so much.
Simply superb explanation.
Thank you 🙂
Thank you for the video. Can u please explain why u did not add member load while defining seismic load.
wonderful explanation.
Glad you liked it
Very Informative.... Thanks....
So nice of you
Very Easy Method explained; earlier I was using a manual addition in the editor.
Glad it helped!
thanks for this video your the way you teach is great .
if possible can you please upload full complete video on residential building with complete report
As soon as possible
informative vedio with nice presentation.
Thanks a lot
I really like and appreciate your explanation. Please make another video for G+5 building design with Staadpro incorporating with Seismic and Wind Load cases as well.
Thank You. Will try!
Really helpfull🙏🏻🙏🏻
Thanks
Great video
Glad you enjoyed it😊
This video was very useful. Thanks for your wonderful job. Kindly add wind load calculations as per IS 875 part 3 similar to this video.
Nice Explanation
Thanks for liking
Very helpful
Thanks.
Sir can you please explain about wind load also. Most of the people blindly assign wind loads without even using IS 875 Part 3 and don't even know its significance. Hence it would be very useful for students as well as professionals if you could do a video on wind load too sir. Thanks and great video as usual.
we all need a video on wind analysis
Please make a video on staafpro, how to consider plinth level, ground level, foundation load.
Could you please explain how to use the results of this analysis for the seismic design of the structure? Love your channel, keep it up!
Thank you for your appreciation. In this example you could simply use the additional stresses generated due to seismic loads to design your structure.
Sir you are a genius. This is a wonderful and best video on staafpro. I have some confusion that this analysis is done only for seismic load. But how to add static load also with this seismic load? Please make a video.
Thanks! What do you mean by static loads. I have already taken the effect of DL and LL as floor loads. If
Hi sir, What is the difference between Node displacement and Max relative displacement in Staad pro. Can we follow deflection limit in node displacement or max relating displacement .
❤️thankyou sir
You are most welcome.
Very nice video
Thanks
Bro I don't know how to thnk you, please can you make full multistory building with all the workflow sequence. Like complete staadpro analysing and designing with seismic and wind also
Please do this
Good one...
Thank you
This is very good video for us .and correlated manual calculations step by step with staadpro is super to provide understanding the problem in real practicing engineer.
Further we hope you make one video how to apply joint weight in earthquake irregular building shape either static or Response spectrum method.
Thanks
Er.vivekanand Mehta
Glad it was helpful!
Super sir
Perfect
Thanks
Superb
Thanks 🤗
Sir also can you explain the way as this of dynamic analysis. We thank and we feel so pleasure to get this video
Excellent Video as per norm Dr. Shravan! Do kindly at your earliest, execute a Video wherein you INPUT the ACTUAL Forces (F_x or Nodal) into STAAD Pro for the Analysis of the Structure.
Thanks. Will try!
Best sir no words
Thanks
Sir your contents is very effective
Thank you.
Sir could you please make a video on how to install staad pro v8i ss6 installation process when I turn off my internet and anti virus during installation
hello sir , i done seismic analysis in school building and i got more load distributed in ends of building , what the reason? pls reply it
hi can u post videos related to wind analysis as you have done for seismic loads
Sir Also if you could make a complete video of complete analysis of g+5 structure, it would be awesome. Waiting very eagerly for the same. Share with many of my friends.
Nicely explained Sir. Kindly upload seismic analysis by etabs also. Thanks a lot .
Thank you for your kind words. Will upload soon.
Great..
Thanks
great explanation sir
Now hoping for the dynamic analysis.
As soon as possible
Sir, very well explained static analysis.
Pl make video on dynamic analysis also.
Surely
What should be the self weight factor for seismic ?
Sir you have added only the floor load in seismic definitions. why self weight is not added? how to add wall load to the seismic definitions? Shall we use reference load definitions for this ?
Sir may I know why I am getting as creation failed while I am trying to generate after selecting the type in seismic parameters
thanks sir
You are most welcome ☺️
Whether I have to take self load also into consideration when I am done it for a actual structure
Of course you will have to assess all the dead loads, live loads, wind loads and earthquake loads. This was just an example and hence I skipped over them.
Great videos 👌. Please make videos on dynamic analysis sir🙏
As soon as possible
Do you have a video on dynamic analysis as well, can't find in the channel.
You can find the everything about Dynamic Analysis and other structural analysis concepts & entire course here at : www.civilblackbox.com/sca
Thank you for the excellent tutorial... I do have a doubt... @16:36 on the video you have selected the seismic load factor as 1.... Can we tinker with that value to compensate for the importance factor ? If I wanted an importance factor greater than 1.5, could I increase the seismic load factor ? Or am I interpreting the whole seismic load factor wrong ? Would be really grateful to hear back from you on this...
There are 2 things to understand here.
First, since this was an example I have not considered any DL, LL etc. and hence I have not taken the effect of load combinations which uses the factors of 1.5, 1.2 etc for different combinations as per Engineering Codes.
Second, the seismic load factor should invariably be kept at 1 during load creation. The factors of 1.5 etc. should be placed only when your are going for load combinations. And as I said, this is just and example and that is why I only talked about Seismic Loads and not the load combination effects.
As for giving the Importance Factor greater than 1.5 there won't ever be a need. The IS Code is clear about providing the values of 1, 1.2. 1.5 for different types of buildings and hence you will never need to go above 1.5.
I hope I have answered the questions to your satisfaction.
@@CivilBlackBox Thanks for the reply... I really appreciate your efforts.... Sorry for the delay in my response...was caught up in family functions etc.
, thank you
Always welcome
brother what about the warnings u got in analysis
Superb sir , please sir can you descriminate between stad pro and etabs
sir if we consider wall loads we have to provide member weight in seismic definitions right
Of course. This was just an example without using those. Just to simplify the manual calculations. You will use all the loads that exist on your structure.
Is their any problem with using that comand in seismic Defn
This was just an example. In the real project you will ofcourse use the Self Weights as well. The entire process remains the same.
Thank you sir great videos 👍
Can you make the same for wind load it will be helpful 😊
Thank you so much. I am working on that video too. Meanwhile please help out the channel by sharing it with your friends on social media. 🙂
Sir can you provide Design Basis report for any residential building as per Indian code ? Actually I need this for my college project
Wow el video esta fabuloso, como puedo obtener el peso de cada entrepiso (Wi) en Staad??? Gracias
Thanks!
Great tutorials sir..Take one G+3 story and make a design in Staad sir
As soon as possible
Can u please help me out for designing and analysis of 15 storeys rc frame building by response spectrum method of different shape like L, C, H, etc.
I will soon be uploading an entire section on Advanced EQ design. It will definitely help you out.
Sir, Video is useful, but why we have not applied self weight of the structure under dead load in defining the load and Load case
hello sir, if we just simply add the self weight then the software will automatically calculate all the dead loads or we have to assign these values. I am lil bit confused
Self weight is created only for the members you have modeled. For example if you model slab with 125mm thickness as plates it will only consider the load due to this. Additional loads due to plaster, floor finish etc. which is over and above this 125mm will not be considered by the software directly and you will have to add the same manually.
HEY SIR,
WHEN I GENERATE ON SEISMIC LOAD
ITS TELL CREATION FAILED .
CAN YOU EXPLAIN WHERE IS ERROR???
sir earthquake load x or y direction ke liye bas calculate hota hai ? or aapne 4direction show ki x y - x - y ?
You should consider X and Z direction as the EQ waves are most prominent in these directions. However, you should also consider -X and -Z direction especially if your structure in unsymmetric.
nice.....
can you provide a video on how to provide wind load in staadpro in details...
Sir, when i'm clicking on generate button after selecting IS 1893 in STAAD, it is showing warning saying "creation failed". Is there any problem with my software?
The error message is related to seismic parameter auto-generation as per IS1893 code in STAAD.Pro Select Series 6 (build 20.07.11.33) version. This problem has occurred because of the fact that Dll1893.dll has not been registered at the time of installation of the software. You need to register this dll file (Dll1893.dll) manually.
The procedure is mentioned below--
1. Go to the following location-
X:\SProV8i SS6\STAAD
Where x is the local drive where you have installed STAAD.Pro SS6 version.
2. Locate the “Dll1893.dll” file and copy the full path. The path will be as-
C:\SProV8i SS6\STAAD\Dll1893.dll
3. Open the command prompt in administrator mode (go to Run >type “cmd” and select the option “Run as Administrator”)
4. Write the following command-
regsvr32 “C:\SProV8i SS6\STAAD\Dll1893.dll”
5. Press Enter. You should see a regsvr32 window, confirming success. Click on Ok.
6. Now run STAAD and go to seismic definition to check.
Note: This problem has been rectified in STAAD.Pro SS6( build 20.07.11.45).
comparing staad reslts with manual analysis was very original
Thank you 😊
Yes it is but..! Etabs is better
Kindly make a complete video on seismic design of building
for SL-X wll the factor be -1?
Please make same kind of video on Linear Dynamic Analysis..
Please teach dynamic analysis also on staad.
how to calculate weight of each floor from staad???
Sir As per observation, I didn't see you have provided the value of time period in staad px & pz .but In out put it is showing. Is it required to give or not in staad?
STAAD will calculate the values of Time Period automatically depending upon the other inputs that you will provide.
Do we have to take factored DL and LL as in floor weights?
Load factors are not considered while defining Seismic Loads. Only in Load Combinations.
@@CivilBlackBox thank you
@@CivilBlackBox please make a video on design of slopped isolated footing in staad foundation. As I am getting footing sizes unreasonably large.
Sir i have to retaining wall design sir
Sir, can you make a whole video including all of what you have taught by designing and analysing an building.
Sure. Soon enough.
Can you please explain about the Member Weights
If you are talking about this particular video, the member weights have been presumed to be taken care of in the Dead Load provided in the example. In a real case scenario you will have to include Member weights separately along with all types of Dead Loads, Live Loads etc. This was just an example and hence the values have been assumed.
Please upload video on wind load and design of structure.
In self weight ,weight of floor is included,so what is purpose of adding floor load?
Self weight is the weight of all members you have modeled. For example, if you have modeled Slab as Plates inside STAAD you won't be needing to define floor loads again. You can simply use Self-Weight in such a case. However, the common practice is designing frame structure only ie. beam and columns only, using STAAD and slab manually. In such a case Slab load is to be taken separately as Floor loads as there is no Member to model the self-weight of the slab. I hope this clarifies things.
pls upload the dynamic analysis method in staad pro with manual calculation.
Will try
Sir how can i select specific beams or columns in a frame and display their post processing results like shears and moments? Please i need this
There are so many ways to do that. Go to the selection tab in the menu items and you will find numerous options for selecting specific beams. One way that I do is first view only the floor I am interested in by selecting the floor and then "view selected members only" and then inside post processing mode find the SFD and BMD of whatever beam column I need. Hope that helps.
Civil Black Box please relate to any tutorial you made in TH-cam
Upload video on dynamic analysis.
I will do that soon.