Sir, thankyou for this video ! it really made my work easy ! If possible can you upload the ppt. aslo ! that would be more helpful !
@motazfdlalmula2430
5 жыл бұрын
Thankx bro. this great job. i have 2 questions: 1. what is a logic from using acceleration instead of load pattern in the analysis? 2. The building is the symmetric in the two direction so why the result it has huge different in the two directions ? i think must be the same.
@Decodebd
5 жыл бұрын
That's because of the column orientation. Column's width & length orientation is also a factor to resist the deflection for lateral load.
@motazfdlalmula2430
5 жыл бұрын
ok thankx
@Sefaduz
3 жыл бұрын
I encountered such an error ''requested calculated properties may not be available for material or section type'' What can I do ? Please help me :)
@UCTUCT
5 жыл бұрын
thx for such a nice video...its possible to have ppt files? please tell me what is the meaning of acceleration? if we use statical analysis how equvalent horizontal forces will be calculated?
@halim5429
5 жыл бұрын
why do we apply hinges to all the members and not only to the members which have exceeded their elastic capacity ???
@journeyofamaster4573
4 жыл бұрын
Thanks, this helps me a lot. By the way, where can I get power pt in this lecture?
@prajwalgiri
5 жыл бұрын
Why it always says not finished in PUSH X and PUSH y during analysis .....id doesnot run completly
@zinaabduljaleel427
5 жыл бұрын
I have the same problem, the finishing occurs only in case when the displacement control value is low.
@prasanthsekar6059
5 жыл бұрын
What is the difference between the use of Ux (acceleration) for pushover case instead of load pattern (Qx), which will be based on the response spectrum (Response spectrum)??
@mannanmana8598
10 ай бұрын
Sir can you make video on progressive collapse analysis of RC building
@draymanabdo
4 жыл бұрын
If possible can you upload the ppt
@SoumyadipSaha14
4 жыл бұрын
Hello Sir, I have one question. Do you need to define the Gravity load case before PUSH X and PUSH Y ? Our faculty taught in this way actually. So my question is that Gravity load case defining is required or not ?? Can you please share the PPT
@jayshah6293
Жыл бұрын
What your ans about your question
@praveenanand852
3 жыл бұрын
What does Backbone Curve Depicts?
@tsheringchoki6963
3 жыл бұрын
Hello sir.. Can u make a video on how to get different response plots like storey versus drift, storey versus stiffness, storey versus displacement and time period plots from SAP2000.. If any of you have any ide on that do let me ..😊
@abdulkaremhaddad8856
4 жыл бұрын
why Ux scale factor not ( -1 ) ?
@amrmasoud5580
5 жыл бұрын
can sap does multi mode pushover? how?
@mwaleedjan2298
4 жыл бұрын
Sir what should we do if its in range of D .. as Yours came in The end
@Decodebd
4 жыл бұрын
Drop your mail ID. I will send by mail in sha Allah.
@mwaleedjan2298
4 жыл бұрын
@@Decodebd mjan648@yahoo.com
@mwaleedjan2298
4 жыл бұрын
Sir its my email and kindly sir Share ur number also ... i want to talk to u
@mohammadmadu
5 жыл бұрын
If you had give the ppt its might be helpful for my project which is on "KNEE BRACED STEEL FRAME" . AS I am doing in my B.tech project
@yashlaxkar4044
4 жыл бұрын
Thank you sir g
@Decodebd
4 жыл бұрын
Welcome
@tsheringchoki6963
3 жыл бұрын
@@Decodebd how do to solve the problem when it shows a warning saying P-M2-M3 interaction curve not convex. Can u explain me wat the problem actually was.😊
@milannakum1639
Жыл бұрын
Did you solved the warning?
@B.pp.6874
Жыл бұрын
hi. can you share ptt?
@heartsoul4387
4 жыл бұрын
Hello sir i have problem in push over analysis plz reply me its urgent i have persentation tomorrow
@Decodebd
4 жыл бұрын
What problem?
@dotienthinhcnf2-ktkt972
5 жыл бұрын
Can you sent file guindline powpoint for viewer? thanks
@mohammadmadu
5 жыл бұрын
Yeah bro
@mohammadmadu
5 жыл бұрын
If u had just send me its benificial for my project
@alsancakmuhendislik5774
5 жыл бұрын
Selamun aleykum. Thanks for your working. Can yo send me your sheet about pushover
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