Hello sir, in my 12 storied model, I have done a dynamic analysis according to UBC 94, but response spectrum results are not showing, modal results are not showing in the result part, in other models it works perfectly but in this particular building model the response spectrum load cases Rx & Ry not showing. Can you tell me what's the problem?
Sir, in RSA case, why the load cases accelerations are applied in U1 and U2??? I know we do not need to apply in Z directioin thats why U3 is not assigned. But what about the remainings R1, R2?? Thank you.
how wind load distributed in cladding to elements? wind load to (cladding area) to (braces element) to vertical elements or wind load to (cladding area) to vertical elements which is correct ?
Sir i wanted to ask that... After applying eqx and y do we need to analyze first or along with response spectra we need to analyze together.. My problem is after analyzing with eqx i will get some base shear...and when i apply RSA and then analyze my eqx base shear is reducing to half of original
when the base shear value is different in x dir and y dir then for RS value to be scaled after analysis . what should be taken factor value E/RS ? As both value are different . please reply
If I want to proceed with design, would I have to create different load combinations for Response Spectrum? Based on your experience, does response spectrum analysis give better results than static? If it does give better results, how about like 3 storey buildings? I know I should read more articles which I will. But it would be helpful if you can give me some information. Thank u.
@@Decodebd sir there are 3 formulas in UBC 97 .. in those formulas if we select for RCC structure then they have given 2 values for ct = .03(.071) which value we have to take .. ??? .03 or.07 ..
Sir please continue the manual design calculation we are waiting for that.
Good work sir. Can you do video on IS CODE also. Plz
Will try in sha Allah.
plzz do for IS CODE I AM YOUR HUGE FAN SIR PLZZ PROVIDE US
Can you help me with this document file
what is demand curve ?
Sir, can i get that notes shown the video ?
Is it acceptable to use different scale factor for U1 and U2 ?
Yes
Hello sir, in my 12 storied model, I have done a dynamic analysis according to UBC 94, but response spectrum results are not showing, modal results are not showing in the result part, in other models it works perfectly but in this particular building model the response spectrum load cases Rx & Ry not showing. Can you tell me what's the problem?
Sir, in RSA case, why the load cases accelerations are applied in U1 and U2??? I know we do not need to apply in Z directioin thats why U3 is not assigned. But what about the remainings R1, R2??
Thank you.
👍🏻
how wind load distributed in cladding to elements?
wind load to (cladding area) to (braces element) to vertical elements
or
wind load to (cladding area) to vertical elements
which is correct ?
How we can get time period of structure after combining different modes ??
SIR could you tell me the name of the pdf or PLEASE can you upload it
SIr can you pls provide us with that guide your using in microsoft word. thank you for your videos it helps a lot
Sir can you send me your etab guidebook please.
Sir plz share this Ubc response spectrum pdf
Sir i wanted to ask that...
After applying eqx and y do we need to analyze first or along with response spectra we need to analyze together..
My problem is after analyzing with eqx i will get some base shear...and when i apply RSA and then analyze my eqx base shear is reducing to half of original
If mass source is same for both analysis, then base shear will also be same.
when the base shear value is different in x dir and y dir then for RS value to be scaled after analysis . what should be taken factor value E/RS ? As both value are different . please reply
In the tutorial it's explained. Check it in details. If you have same concern again, please clarify your query.
please give me your docs file, please.
if you get this word file plz send me at
alimaqbool93@gmail.com
Sir, While designing with Response Spectrum values, what will be the load combinations ???
Check new videos uploaded as per IS code. Following US Code we can do similar combinations.
If we get 100% in sum ux and uy should we reduce the modal numbers or it is okay to go with it
It is perfect if the sum is 1
Sir can I get this pdf please it vil be very helpful for me
Pls manual design of rcc
If I want to proceed with design, would I have to create different load combinations for Response Spectrum? Based on your experience, does response spectrum analysis give better results than static? If it does give better results, how about like 3 storey buildings? I know I should read more articles which I will. But it would be helpful if you can give me some information. Thank u.
RSA is not for small buildings. It's applicable for high rise buildings where seismic effect is very significant.
Can you tell me your email ID please?
@@Dawnga_123 Response spectrum analysis Is applapplicable for irregular structure greater than 20m and regular structure greater than 75m.
please upload etabs file
বাংলার বস ইউটিউবে
Thanks for your tutorials! Maybe you can make something similar to this one, according Euro Codes.
Welcome. Will try.
Thanks as always. Very good that you scaled MRSM to 100% Base Shear from ELF
Welcome
superb
Y u have taken time period as q2.5 sec only ..
Fundamental Time Period. It's taken as example. You have to calculate it using height of structure (CtxH^x)
@@Decodebd sir there are 3 formulas in UBC 97 .. in those formulas if we select for RCC structure then they have given 2 values for ct = .03(.071) which value we have to take .. ??? .03 or.07 ..
@@priyankashirawadekar129 It is depend on Type Of structure
Could you please make video steel shed design by using etabs Software?
ETABS is not good for Steel Shed. You can you SAP2000 for steel shed.
th-cam.com/play/PLiK7qkGjS_tKm-8oyfNj_8HIbCZ_s5TDO.html
Thank you.
@@milonrahman2817 sir you speak in hindi