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@@backtomovie5382 Dear, that is we have to decide that whether for transfer of lateral forces, collector members required or not. 2nd , the way you ask,,,,,, i think.. you are asking ... if collector elements are missing, then definitely forces effects will be more.
Welcome.. A small favor from your side... Kindly share with colleagues and friends. Here is the full course link ua-cam.com/play/PL0h14oMuZXQ5PXbux0l80ox-8gPwcBl5c.html
Thank you for the video sir, I have two questions: 1. do we need to modify property modifiers to "1" in "Define--section properties--sections" first? 2. At 9:26, the stiffness modifiers should be 0.35? since your model is rigid diaphragm assigned as shell.
@@civilmdc let me change a way to ask,first i understand we gonna use service load. In previous video, when you "define" a beam section, you had entered a modifier. in this video, you go to "assign" and entered the other modifier(this is for service load). what is the difference between this two place ("assign" and "define":)? because in last model, when I right click beam, there is a beam information comes out, the property modifiers are all "1". but in this video, it changes. and gain, thank you for you replying.
Hi, bro, I follow your video to check the P-D effect, but, when I choose the analysis -> results-> structure results-> story forces, I right click at "Load case/comb", there is only Ex Max, Ey max and Wind_x and Wind_y, no other load, what's wrong? No dead, no live , no other load cases, only lateral force, seismic and wind, why ? Do you know what's wrong with that ? I can't read P, the vertical load, I can't find it .
THANKS BRO what is the reason for saving the model while entering the stiffness modifier? 2. let say I entered the stiffness modifier while modeling or defining sections, then I changed it for the reason of I am using service condition for the P-Delta check, and there was NO P-delta. do I have to proceed with service conditions modifier or what?
The formula of DeltaX in excel is DeltaX = ((UXabove - UXbelow)*Cd)/I. If you insert the DeltaX formula in stability coefficient formula, Cd and I will get cancelled. Therefore we didnt use I and Cd if the equation. Kindly give clarification on the computation of DeltaX
Dear it is simple check.... If you need to include p delta effects ... Then enable p delta option... Your model automatically incorporate ... These effects.
Dear, friend, ETABS 2017 is not perfectly on many computers,,,, some have analysis issue... some have crack issue, ,,,I personally recommend to you ... the use ETABS 2016..... that is present at www.civilmdc.com
Hey bro! My whole tricks failed in downloading your this video in HD...Don't mind but upload it again so that I can download it in 720p Hd...don't mind
Yar es video ko khuda keleye dobara upload karo...ye 720p me download nahe hota...saray tricks apply kar deye...pls...isko dobara upload karo...aor playlist ko order me arrange karo...pls don't mind bro
Dear ... It's simple... No password needed..... I have checked myself... Right now.. Only 2 steps 1- click the link in description of post Of youtube video. 2- Press RED download button... That's it If you still face any issue please let me know
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How about collector element in Etabs?
@@backtomovie5382 Dear, that is we have to decide that whether for transfer of lateral forces, collector members required or not.
2nd , the way you ask,,,,,, i think.. you are asking ... if collector elements are missing, then definitely forces effects will be more.
@@civilmdc , i meant，if this building have to check toward collector element, how can input and calculate also output the result in Etabs?
Can you please share an ASCE 7-16 Pdf file.?
Whoever you are, i just want to thank you for your selfless efforts here!!!...It's Just amazing stuff man....all of them...
Welcome..
A small favor from your side...
Kindly share with colleagues and friends.
Here is the full course link
ua-cam.com/play/PL0h14oMuZXQ5PXbux0l80ox-8gPwcBl5c.html
You are teaching so well. Its a humble request, I would like you to make all these explanatory videos using IS codes too.
You are a very best teacher compare to others.
Welcome
And thanks for your valuable feedback.....
Stay blessed....
A small favor from your side, Kindly share with your friends and colleagues
@@civilmdc Ok Sir
The modifier for service condition of the slab is 0.35 as per code your input is 0.5. FYI. Thnx.
thank you so much sir for detail information about p delta and excel sheet.
You are Superman with this explanation plz do all etabs
Here is the full course link on CSI ETABS
ua-cam.com/play/PL0h14oMuZXQ5PXbux0l80ox-8gPwcBl5c.html
Assalmualikum Brother .....thanks for your great initiatives.....
Welcome 😇
Thank you for the video. How you calculated delta x in the excel sheet ?
Welcome... please see excel formula
You should eliminate (I and Cd) in the P-Delta (Theta) equation, because your result displacements from Etabs is not amplified. that is very important
is this condition of stiffens modifying related of steel building ?
@civilmdc Please update the links..There is no excel file to download
Thank you for the video sir, I have two questions: 1. do we need to modify property modifiers to "1" in "Define--section properties--sections" first?
2. At 9:26, the stiffness modifiers should be 0.35? since your model is rigid diaphragm assigned as shell.
We need to apply modifiers at service conditions...
Because P Delta is applied at service loads
@@civilmdc let me change a way to ask,first i understand we gonna use service load. In previous video, when you "define" a beam section, you had entered a modifier. in this video, you go to "assign" and entered the other modifier(this is for service load). what is the difference between this two place ("assign" and "define":)? because in last model, when I right click beam, there is a beam information comes out, the property modifiers are all "1". but in this video, it changes. and gain, thank you for you replying.
Please how can i get the service condition stiffness modifier? from which code? and what page? Thank you.
Hi, bro, I follow your video to check the P-D effect, but, when I choose the analysis -> results-> structure results-> story forces, I right click at "Load case/comb", there is only Ex Max, Ey max and Wind_x and Wind_y, no other load, what's wrong? No dead, no live , no other load cases, only lateral force, seismic and wind, why ? Do you know what's wrong with that ? I can't read P, the vertical load, I can't find it .
Which etabs version u r using
When I click on the link for the download process, I do not find the Excel file. Please update the links
THANKS BRO
what is the reason for saving the model while entering the stiffness modifier?
2. let say I entered the stiffness modifier while modeling or defining sections, then I changed it for the reason of I am using service condition for the P-Delta check, and there was NO P-delta. do I have to proceed with service conditions modifier or what?
Change back modifiers.... For ultimate analysis
Thanks you
V. Informative video.. keep it up
Thanks brother.
You are amazing!!!
The formula of DeltaX in excel is DeltaX = ((UXabove - UXbelow)*Cd)/I. If you insert the DeltaX formula in stability coefficient formula, Cd and I will get cancelled. Therefore we didnt use I and Cd if the equation. Kindly give clarification on the computation of DeltaX
Great efforts
Thanks
From where we can find shear demand and shear capacity for calculating beta (B) for determining teta max.
if wind load is critical how can i use p-delta with wind load and what is the value of cd in this case?
hello sir, the excel sheet result is a "redesign" with me, could you explain why?
Dear it is simple check....
If you need to include p delta effects ...
Then enable p delta option...
Your model automatically incorporate ... These effects.
Nice information sir.
Welcome 😇
THE BELOW LINK OF EXCEL SHEET FOR P-DELTA IS NOT OPENING..PLS FIX THE ERROR BROTHER....
Assalamualaikum brother, could you told me when we are using crack wall and un-crack wall.
Appreciation bro
Hai bro, bro is this procedure same for IS codes
Dear Bro. I did not have confirmation with IS CODE. (Suggestion: I think it will be same.)
@@civilmdc ok bro, tq for the reply🙂🙂
CAN SOMEONE GIVE ME THE LINK OF CODE BOOK ASCE7-2016
JAZAKALLAH
Thanks ❤️
You made a great job,one more query if u plz,dose Etabs v17's crack works?
Dear, friend, ETABS 2017 is not perfectly on many computers,,,, some have analysis issue... some have crack issue, ,,,I personally recommend to you ... the use ETABS 2016..... that is present at www.civilmdc.com
Salam Bro! I don't know but I can't download your this video in 720p. Same was the problem with your last video. I can't download it in Hd.
ARE YOU Trying to download with IDM?
From this website, you can download video in HD..... keepvid.pro/download?video=https%3A%2F%2Fyoutu.be%2FS4rQ03lcwUs
@@civilmdc Yes am downloading with IDM
@@civilmdc Yes am downloading through IDM
@@Emma_Junaid_Claire dear... Try the above link for online UA-cam video download
This is which code you are explaining
ASCE 7
@@civilmdcUnable to download excel files sir
why do we have to do all these calculations? doesnt etabs calculate it on its on?
ETABS.. don't count automatically.. we have to select p delta , if needed as shown in the video...
@@civilmdc but as per FEMA we have to consider P delta effects in all buildings.
@@zubiaasghar9076 the check in have applied is as per ASCE 7
@@civilmdcUnable to download excel files sir
Hey bro! My whole tricks failed in downloading your this video in HD...Don't mind but upload it again so that I can download it in 720p Hd...don't mind
Dear, for you, i will upload this video on google drive and share the link with you.... (Dear but i will take some time...)
@@civilmdc Okay Thank you...GOD bless you (Amen)...
Yar es video ko khuda keleye dobara upload karo...ye 720p me download nahe hota...saray tricks apply kar deye...pls...isko dobara upload karo...aor playlist ko order me arrange karo...pls don't mind bro
👏
hi sir how can i find excl spread sheet....
Each excel sheet download link is given in the description of the video..
I hope you will get.
@@civilmdc When I click on the link for the download process, I do not find the Excel file. Please update the links
Assalamualikum warahmatullahi wabarkathu sir
Can u give me the password to unlock the excal sheet
Dear ... It's simple... No password needed..... I have checked myself... Right now..
Only 2 steps
1- click the link in description of post Of youtube video.
2- Press RED download button...
That's it
If you still face any issue please let me know
W. Salam
@@civilmdc alhamdulillah i got it
Jazakallahu khaira
@@mdshahebaz9567 You are welcome
excelente video colegas, buen trabajo, claro. Dejo un enlace de video propio que puede agradarles, espero. ua-cam.com/video/KFygJbrU4Z8/v-deo.html