Thanks a lot professor, your explanation is impressive and understandable.. I dont know how could this channel that have an amazing civil engineering education only have 330 subscriber.. I hope you can continue to make a video like this, and my suggestion is, you can make a video that explain to us how to applicate this seismic design of building in the software like ETABS.
@@dr.mohamednoureldin5718 your welcome professor, but can I ask something professor? You say in this video, that the drift calculation no need to use redundancy factor = 1,3. Is that applies too when we want to determining the story drift limit? (In ASCE 12.12.2)
I use Response Spectrum function from ASCE 7 for my project. and i am using scale factor 9,81 as recommendations of CSI when defining the response spectrum load case, but I want to know the rational beyond that because response spectrum curve is defined as a function of gravitational acceleration as Ss and S1 are function of G? And thank you for your effort❤
Sir, Thank You for the Greatest & smoothest explanation ever on this subject. Can you advice if Cd factor is applied even for Design Category-A structures if P-Delta Analysis is not required & we go with 1st order Analysis. As chapter 12 represents mostly on Categories other than "A", I assume that inelastic deflections are not required to be checked for Category-A. Please shed some light on this subject Sir. Thank you in advance.
