Part 5 of 5 - The ELF Procedure using ETABS - Comparison with Manual Calculations

Part 5 of 5 - The ELF Procedure using ETABS - Comparison with Manual Calculations
The MS Excel sheet and the ETABS model used in this demonstration can be downloaded from this link below.
structurespro.info/wp-content/...
This lectures series focuses on the history, evolution and formulation of equivalent lateral force (ELF) procedure for seismic analysis and design of building structures.
The part 1 focuses on the history and evolution of ELF procedure in last several decades.
The part 2 focuses on the formulation of ELF procedure as prescribed in UBC - 97.
The part 3 focuses on the formulation of ELF procedure as prescribed in IBC - 2000.
The part 4 focuses on the formulation of ELF procedure as prescribed in Building Code of Pakistan (BCP 2007) - This part is in urdu language.
The part 5 focuses on a practical demonstration of how the ELF procedure can be applied in ETABS and how the global responses of a building can be computed manually and compared with ETABS results.
The lectures files can be downloaded from the following link.
www.dropbox.com/s/wdzwfu9qvpq...
I hope that this lecture series will be useful for you. Please feel free to contact in case of any query. My email address is [e-mail].

[@Luffy-pu7op]

Lecture very great

[@ashfaquenisaransari]

I want to thank you for your superb explanation and you sharing the documents.
جزاك الله خيرا

[@zinaabduljaleel427]

👍

[@tajsay]

Thank you so much much for the detailed explanation... This is the first time I have seen such in depth explanation.. Appreciate your time and efforts.

[@farhanrana5833]

Thankyou sir for such an informative lecture on ELF along with its manual calculations.

[@ansarishanealam3811]

Thank you so much for such deep knowledge and clear explanation video

[@UnderstandingStructures]

Thanks

[@treft3853]

Brilliant
Thanks sir Fawad

[@VolkansarkayaTR]

Thank you...

[@muhammad8378]

Thank you sir

[@Osama-Anwar]

6:15 What if we have our base underground. Would story range still be from base to top story or from plinth to top story? What if we have a pitched roof would it be included?

[@muhammad8378]

Thank you for such comprehensive explanation. The link provided above is not working.

[@Osama-Anwar]

Isn't 25% Live Load addition is for storage and warehouse occupancies as per Section 1630.1.1?

[@muhammadawaiskhalid]

I thought so too.
Consulted a few people. They said its for evey case :/

[@LodyBasha]

Alsylam alyekom Dr. fawad can you plz make a demonstration using ASCE 7-16 ELF and RSA using ETABS thank you

[@AidilSafutra]

UP

[@JUNAID_KHAN708]

Plz make same play list for rsa using same code

[@moazkhaled6708]

Can you send me your Excel Sheet please?

[@wazir252]

No one tell about the time about the time period calculation in this method!