Seismic Analysis using Staad Pro V 8i

[@navneetkumar-qz6fm]

Sir, aapne is analysis me slab thikness 150mm assume kiya h, but kahi apply nhi kiya so please help me for applying slab properties and steel properties if we take steel section as beams for multi story building....

[@abhijitsarkar607]

Navneet bro, slab thickness has assigned under section property tab. General-- Property-- Thickness--define thickness, select the plate thickness, then under select tab, Select--Plates parallel to XZ---Assign to selected plates. If you want to take steel sections then you have to select from the section database tab your desired steel section.

[@cstechguruji.Hari5]

#haricseguru Great people!! Keep going 👍

[@alanrulida7151]

Thank you for your technical knowledge about this seismic analysis topic....

[@subhranil5]

Videos are nice and well explained. Want more videos of complex structures like secondary beam, floating column, irregular structures. Will be waiting for more videos.

[@TTDAN-zs1md]

Try modelling the structure. Like secondary beams, curved beams. I think analysis is the same.

[@abhijitsarkar607]

Thanks a lot Brother, your explanation helped me to clarify my some confusion regarding RCC design as well as STAAD Pro. software. Keep on the good work going. Will love to see some explanation on Steel Structures as well. I would like to request you to add topics like Bridge design, Overhead Water tank etc. Thanks again in advance.

[@Mohammad-zv6rl]

proud of you that you are an Afghan best explanation thx for sharing

[@a.pengineeringtechnology]

Thanks bro i also proud on my sweet indian people the first country which all afghan having very close relation and having nice friendship with nice indian people proud on all indian sweet people.

[@rupambhattacharjee966]

Nicely explained Sir. Thanks for sharing the video.

[@moinuddin5593]

m.kzbin.info/www/bejne/npLOe3eKqM6nhNU

[@samtennorbu8730]

thank you very much brother....looking forward for more such educational videos

[@akhilgoel9543]

GOOD WORK DONE FOR UP COMING STUDENTS ....

[@a.pengineeringtechnology]

Akhil Goel thanks sir for the motivation

[@surjagain]

Just finished going through the complete tutorial, it's invaluable. Thanks. Hope you upload the Raft and Mat foundation tutorial videos too. Thanks again bro :)

[@a.pengineeringtechnology]

S Gain thanks bro was that video good or how I will upload mat or raft foundation for ur information.

[@surjagain]

Yes this video on Multistorey Building analysis and design is very good. The foundation design in this video is for isolated footings and in this video you mention that you will make a video for raft and mat foundations too. I really hope you can do that sometime because your tutorials are very detailed and well explained. I don't think there are good videos on designing raft and mat foundations here on youtube, so if you can do that or provide some guidelines for designing raft and mat foundations then it would be very helpful for us students :) Thanks again for your time and take care.

[@a.pengineeringtechnology]

S Gain yeah I will make soon and compare with manual calculation then u will get much more knowledge

[@surjagain]

Ajmal, thanks bro.

[@cstechguruji.Hari5]

#haricseguru Great people!! Keep going 👍

[@ibrahimkhail9602]

very good teaching sir I hope you add more videos

[@hinaajannabum3871]

Load cases and No. created are: 1 EQX; 2.EQZ; 3. DL; 4.LL; so for load combination e.g. 1.2(DL+LL-EQX), minus ( -1.2) should be assigned to load no 1. EQX but you are assigning minus sign (-1.2) to load No.4 why? I am confused.

[@indrakumar7106]

Sir in load combination, when - EQX has been defined, - sign is put in front of other load cases , for eg:if EQX is load case 2, you have put -sign in front of load case 4.

[@sudhirpayal171]

You have considered Eqvt Static Mtd for siesmic analysis, for G+7 structure, whereas the same is applicable for buildings lower than 15m in Zone II as per Cl 7.6 IS 1893(I) 2016. Please clarify.

[@TTDAN-zs1md]

Nice insigts. Not a mistake but some errors in input of Load combination for footing. Where did You get the load combination for footing design. Eager to hear from You.

[@ashishrauthan9681]

please give an example on response spectrum analysis

[@tusharkantiroy8203]

thanks a lot ....best staad pro tutorial video

[@indrakumar7106]

In load combination for foundation, why didn't you multiply the factor of 0.5 for live load

[@nasirsarwar3776]

Well-done for such a great work and it is very reference able

[@a.pengineeringtechnology]

Thanks bro. let me know in case you have doubt abt RCC desing either in manual or staad pro.

[@noushadkhan5294]

Thank u sir very simple to undrsnd ur vdo...

[@BARTLANTV]

Very nice explanation. Good job..

[@mohammadasimansari2903]

Thanks broo.... by your design video I learnt a lot.... can you make a video on raft foundation design. and there is one confusion why did you not consider 4th load case for frame design.

[@munamallick]

Excellent explanation! Thanks.

[@alexprawin]

thank u sir...u explained everything in just one video...! i hv one Qtion...... in afganistan people do follow indian codes ??

[@a.pengineeringtechnology]

You know that almost afghan and indian climates are same to each other this is why we are using and i know 100% all the indian code which are related directly to the RCC design.

[@AfrozCivil]

Asslamualaikum Bade bhai.........please upload lecture on stair case analysis and design

[@surjagain]

Thank you for creating and sharing this video tutorial. Very well explained complete problem. Can you please share the data file so that it's easy to refer to later, would be much grateful for that.

[@a.pengineeringtechnology]

Thanks bro. Which file u want n send ur mail I’d. Thanks

[@surjagain]

The initial Word doc file with the problem statement and load calculations, my email is surja.gain AT yahoo.com

[@a.pengineeringtechnology]

Tomorrow will send bro

[@surjagain]

Ajmal bro, thanks a lot :-)

[@RIZWANAHMAD-iq8yr]

@@a.pengineeringtechnology sand me doc file plz

[@rohitkurlapkar7632]

Does Staad pro automatically consider one way and two way slab??

[@mohdmujeeb63]

sir, i do not understand that you wrote load combination no.4: { 0.9 D.L +-1.5 E.L } why did not use And in the 'load case details you included the roof live load {R.L.L} but no one used it in the load combination. why reply plees

[@satyendukumarbal]

if i take auto load combination as per IS standard then any error occur?

[@kameshwarsinghnim2122]

Sir please upload a video on response spectrum analysis with the help of STAAD !!

[@a.pengineeringtechnology]

Definitely I will post but give me sometime.

[@kameshwarsinghnim2122]

@@a.pengineeringtechnology Thanks Sir !! Actually I found your video very elaborative and fully explained. That's why I am asking you to upload the RS analysis ASAP.

[@mohdmujeeb63]

Asslamalikum sir please make a video for foundation and truss design

[@a.pengineeringtechnology]

mohd mujeeb ok I will do it soon for now I’m busy with PhD

[@mohdmujeeb63]

@@a.pengineeringtechnology thanks sir I will wait

[@mdirshadalam5825]

why are you not considering beam as dead load in seismic analysis

[@a.pengineeringtechnology]

Beam dimensions have been introduced to the staad pro, the software itself counting during the analysis. When you are giving and introducing the size of members such as columns, beams, and so on, the software itself estimating their respective dead load. The user has to calculate only live load and so on.

[@rajanv.m.8136]

Sir, you have told that you have upload next video on response spectrum method. when will you upload this video sir.

[@prakashranjan4375]

On clicking generate option during seismic defination it showing creation failed,can you tell me how to get rid off from this problem

[@a.pengineeringtechnology]

PRAKASH RANJAN u should reinstall ur staad pro

[@sayanchowdhury5667]

instead of reinstalling , you can do the following procedure : 1. Go to the directory where your STAAD Pro is installed. 2. Open the folder STAAD and search for DLL1893.dll 3. Copy the file location of DLL1893.dll . It will look similiar to this : ( C:\SProV8i SS6\STAAD\Dll1893.dll ) 4. Run CMD as admin 5. Paste the following command : regsvr32 “C:\SProV8i SS6\STAAD\Dll1893.dll” 6. Reopen STAAD , You are done Best Regd.

[@munamallick]

@@sayanchowdhury5667 Can you explain once again from 4th step onward ? What do you men by "Run CMD as admin" ?

[@rakibulseikh5126]

thx sir, best explanation,

[@suliman9058]

Please i want tutorials on IBC OR asce analysis on staad pro

[@mdirshadalam5825]

why are you not considering beam dead load in seismic analysis

[@mdirshadalam5825]

and also why have you not taken negative sign of load in seismic

[@divyeshvarsani557]

Awsome sir

[@farazkhan2564]

If the building is of irregular shape then how can we calculate Time period in X and Z direction ? For example take a building in S shape then 🤔

[@a.pengineeringtechnology]

Thanks for watching my video. for the irregular shape of any type of structures you can take the max length for building which Indian standard abbreviated with D under square root. please refer to IS 1893 you can easily find the period in X and Z direction. if you want to know more about it then let me know to provide a video with manual calculation.

[@farazkhan2564]

Yes please i would help alot

[@sonamnorbu4600]

Hi Ajmal, great job and really appreciates your initiative in sharing the valuable knowledge. Could you also share me all the files so that I can practice it. Thanks. Cheers mate!

[@a.pengineeringtechnology]

Sonam Norbu send me ur email adress

[@sonamnorbu4600]

Structural Engineering Software [e-mail]. Also could you cover up like cantilever slab like projected verandah/balcony from building. Thanks

[@gharnakshacom]

how to calculate no. of bar and spacing from area of steal for slab design sir plz ans. in tutoria

[@rgtblore8694]

Hello sir, my name is Pankaj Baishya, when I design a structure the number of reinforcement in compression zone is more than the tension zone ...why is it happening sir ?...plz guide if anyone know..

[@SanjoyDas-cz7zw]

you have taken damping ratio as .05 , which i think may be taken as 5

[@a.pengineeringtechnology]

Sanjoy Das 5/100=0.05. Don’t put 5 it is wrong.

[@artengineer3786]

Bro nice n vary helpful . But i think a mistake while input for load comb. for foundation. DL+0.5LL+EQZ . You didnt change factor 1 to 0.5 for Loadcase L L , plz clarify. Thanks a lot.

[@samtennorbu8730]

sir...could you upload vidoe on full analyse and design of building using etabs...and how it is check in excel...thanks

[@a.pengineeringtechnology]

I will do it quickly brother, nowadays I am in the final of Ph.D stage. once get the opportunity I will do it for you.

[@rmp5631]

AJMAL CAN YOU PLEASE TAKE AND SOLVE ONE EXAMPLE ON G+20 BUILDING SET BACK-STEP BACK RESTING ON SLOPPING GROUND

[@a.pengineeringtechnology]

thanks bro i will definitely do that for u.

[@rmp5631]

okkk

[@rmp5631]

I AN WAITING YOUR RESPONSE

[@rmp5631]

PLEASE DO FAST

[@zorro20010]

u dont explain why in Seismic Definition self weight member wt floor wt are all positive but in Load Case Details it is negative where u say that it shud b negative because these r gravity loads Please xplain because nobody xplains it and many dont use Self Weight in Seismic definition

[@syedzakir091]

Sir you haven't design slab here .

[@a.pengineeringtechnology]

Syed Zakir Hussain not required. Even u can manually design. The main is the frame design.

[@baibaswatadas7109]

Thanks sir....I have just one question....why haven't you considered seismic weight in -z and -x direction

[@a.pengineeringtechnology]

Baibaswata Das thanks brother if u want u can apply but the result will be same no changes will come.

[@baibaswatadas7109]

When we are combining the loads and giving the combinations such as 1.2(DL+LL+-EL) won't it create any miscalculation.

[@a.pengineeringtechnology]

Baibaswata Das no bro because in staad the max value will be taken by system

[@baibaswatadas7109]

Okkk.....Thanks a lot....got it.... another question I want to ask apart from this tutorial.....when we are designing the building I have noticed in all videos no provision of tie beam or plinth beam.....why aren't we applying for that also

[@a.pengineeringtechnology]

Baibaswata Das u can apply but in my next video i will do it n will let u know

[@sulaimanleman6646]

Thank You ..your explain

[@RahulKumar-wc2hh]

Sir you define EQ +X OR EQ+Z but why do not provide -X or -Z

[@ingeniero12345]

please provide excel sheet for design

[@anikmundada2034]

This video is very helpful for me. Could you please send me data file so that I can check my result

[@a.pengineeringtechnology]

Anik Mundada I do not have data file.

[@aaradhyahalder3195]

Sir, thanks for this video.. sir I need to design my rc building mobel as per is 456, is 1893 and is 13920. Please can me teach me how to use design rc building model as per is 13920 ? Please reply.

[@cstechguruji.Hari5]

#haricseguru Great people!! Keep going 👍

[@sidduhussain8005]

instead of D.L+L.L+ 0.5 EQX combination in foundation you have taken 1 as default please check

[@rfilms6227]

Assalaamualaykum

[@sushantokumar2769]

Thank you sir

[@skumar2167]

Sir u r entering the load combination wrong

[@karankamboj5476]

afganistan uses is codes , 9 amazed 0

[@gharnakshacom]

how to calculate no. of bar and spacing from area of steal for slab design sir plz ans. in tutoria