P-Delta Check in Etabs

[@ameeralmayahy7844]

thank you so much. my research include p delta effect and your video give me a clear view about how to check it

[@Decodebd]

Welcome

[@sagurkhan5795]

Assalamoalikum sir, I hope you are doing well... very essential and learned new things properly... thank a million & may Allah bless you in the long run...

[@Decodebd]

W.Salam. Million of welcome again :)

[@sagurkhan5795]

@@Decodebd Dear sir one humble solicit to you, could you please make one video to considere P-Detla effect in the structure???

[@johnronel7980]

Great video. Thank you for giving this kind of high-level tutorials for free. Anyway, when I already assigned a P-delta function in my model (Elastic second-order analysis) is it correct that I no longer need to do a moment magnification? As of the 2014 edition, ACI 318 offers three options to account for slenderness and curvature in columns and walls (Section 6.2.6): Moment Magnification (6.6.4.5) Elastic Second Order Analysis (6.7) Nonlinear Second Order Analysis (6.8)

[@ihabsoror9611]

Thank you so much

[@freddyruto3139]

Great video engineer! Keep it up. I use British and Eurocodes but I'm still learning a lot

[@Decodebd]

Thanks

[@sayeedtamim9011]

Could you please provide me euro code to me

[@rkarhein2017]

Thanks sir . I like all video lecture.

[@Decodebd]

Welcome & Thank you also.

[@moshiurrahmankhan7623]

Very helpful and informative. Thanks for the sharing. But you said in the tutorial, the excel sheet link you will given in description, but I not found any excel sheet's link in here. Please give the excel sheet link.

[@Decodebd]

It's available in the Resource Page of the website decode-bd.com.

[@aftrut]

Very well explained thanks for ur efforts and sharing knowledge with others this is what we are expecting from ur channel.

[@Decodebd]

Thanks.

[@fawzigh4209]

you are the best

[@Decodebd]

Thanks for your complement.

[@bhavanamsrinu]

Sir thank you sir like this please make dynamic analysis on this building

[@Decodebd]

Welcome

[@faribasalimi9397]

Very helpful and informative.Thanks for the sharing.

[@Decodebd]

Welcome

[@mahiulhossainbappy7929]

Dear sir assalamulaikum sir . thanks to you from my heart. one question sir. in Check , if we get P-delta value then you told that we have consider to p-delta for our structure, In p-delta option , 1) When we consider - Based on Mass and when we consider based on Load. ???? if possible make a video with considering about this issue. thanks once again sir. @decodebd

[@MuhammadZeeshanz3shnn]

Any luck sir? With answer of this? I'm also searching for its answer

[@junaidshah8055]

Jazakallah...Very nicely explained brother... but i have one confusion, you have defined in load pattern Qx according to UBC97 where R value for IMRF is 5.5 and now you are checking stability coefficient according to ASCE where R for IMRF you are using 4.5. Isn't this conflict between analysis and checking ????

[@Decodebd]

In ASCE R is 5.0 for IMRF. There wouldn't be significant effect for this issue. For being more specific we can change R to 5.0 in stead of 5.5 in seismic load case. Deflection amplification factor is 4.5.

[@engrkaribul]

Sir, thanks for the tutorial. I can not find the table in ACI 318-14R that you have shown in your video about stiffness modification factors according to ACI 318-14R. Can you help with that? Thanks again Sir.

[@engrshofi]

Please have a look at the article "6.6.3.2.2- It shall be permitted to calculate immediate lateral deflections using a moment of inertia of 1.4 times I defined in 6.6.3.1, or using a more detailed analysis, but the value shall not exceed Ig."

[@hasibahsan3447]

Please provide a demonstration video considering p-delta condition. Load combination, displacement, drift and final moment for designing a RC structure if provided in that video then it will be a great help! because no videos in youtube covers the full analysis and design considering p-delta condition.

[@atiqurrahman8730]

Humayun bhai, nicely explained. However, I have few questions : 1. is there any load combo for P-Delta? And how to include the extra moments in design of members?

[@Decodebd]

I will suggest you to check full tutorial carefully. If you assign P-Delta load case then Etabs will consider extra moment for Delta.

[@manaraslespaul]

amazing tutorials you are the best!

[@Decodebd]

Thanks

[@vaibhavkothari5175]

For detailing we have to use which condition service load or ultimate load

[@Decodebd]

Ultimate.

[@basalttrap4035]

Thank you sir..

[@Decodebd]

Welcome

[@2ndcomingofchristjesus]

Thanks Sir. But as per Eurocode the combination P should be based on quasi permanent live load.

[@Decodebd]

WC

[@2ndcomingofchristjesus]

@@Decodebd okay WC lol. how about the taking the load from the combination P at the bottom of the story?

[@Decodebd]

This is not done as per EC. So please don't be over tensed.

[@manuswarup9674]

SIr, I am getting the result out put as 'Redesign'. So, what changes should be incorporated in the model.Please let me know. Thank you.

[@danielkebede5288]

well done!!

[@haideryosufi8463]

Dear sir! thank you so much for your explanation of p-delta. pleas send me excel sheet check of p-delta.

[@abdulkaremhaddad8856]

Reaaaaaaaaaly I thank you ,, u r so amazing

[@md.ashrafulalam4732]

Pls give the link of the excel sheet.

[@homeoffootballbettingtips]

sorry sir what is the meaning of stiffness modifier and why did you change the stiffness modifier?

[@mhhasan-rl1mu]

how can I get this excel sheet?

[@md.ashrafulalam4732]

Trying to join loving fansub but failed. How can i get this excel sheet?

[@Decodebd]

How are you trying can you send process video by mail to [e-mail]

[@Decodebd]

Then I can suggest.

[@md.ashrafulalam4732]

@@Decodebd Click the link you shared for joining and said "Sorry, the content is unavailable for purchase"

[@md.ashrafulalam4732]

@@Decodebd I am following your tutorial and practicing on an original project (G+5). I need excell sheet of P-delta check and soft story check. Please send me the excels.It’s urgent. [e-mail]

[@EngAdnanKhan]

I am check p delta effect and i have added vertical load Combinations but it is not showing story force what is reason behid this

[@kanchangupta8813]

Please make this topic on Indian code

[@Decodebd]

Will do ASAP in sha Allah.

[@shafiqurrahman75]

How Can I join as Loving Fansub?

[@sarwarsadiq7251]

Dear sir, many thanks may Allah bless you inshallah, could you please share the stiffener modifier table? thank you very much

[@ronykhan8336]

Sir, there is no dead load, live load, P load( which is created) are shown in load cases of story forces table in etabs v19. Please, answer me. What can i do in this problem????

[@shahidhasan1632]

Sir i can't understand that..if its show p delta effect... Than how to redesign it?? Can you explain it please...?? And also..can you make a video about all type of check how to redesign????

[@asaboor2]

Kindly upload the excel sheet again sir

[@hazemgamal4588]

I want to contact with you

[@civilvimalpatel5831]

hello sir how can we apply stiffness modifies using indian code...and how to check p delta using indian code 16700 clause 7.3.10 where it says Q( theta) = P A(delta)/H< 0.2

[@AjithSaumyan]

Did you find the answer?

[@engrkaribul]

sir, can you please provide me the page number of "chart of using stiffness modifier......." in code ACI 318-14R .

[@mdomorfaruk6799]

How to get excel sheet

[@Decodebd]

Excels are available in the resource page of www.decode-bd.com

[@dailyhacks2244]

Bro, can't we do by using IS code

[@mdshahebaz9567]

Assalamualikum warahmatullahi wabarkathu sir Can u give me the password to unlock the excal sheet

[@mazharkhan9229]

for calculating Teta max how to calculate beta (B).