Went to Pamona in April last and it was tough SE exam I am not confident but after just getting my PE this is easier now to understand nearly 3 years when I first saw this video.
Great Videos Dirk. For anyone who is following the videos, According to the ASCE7-16. The value of Fv is between 1.8 and 1.9, Doing interpolation I got Fv=1.87. This value gives S(M1)=0.8 and S(D1)=0.54
thank you for the great effort. By the way @ 7:39 I think values for Ct & X are in table 12.8 - 2 not in table 12.2 - 1. once again thanks for your effort.
I think it should be enough for most of the analysis, but you still need the design portion. You would have to get that from material design textbooks and experience in design.
The site soil category doesn't have anything to do with the Seismic Design Category - they are two completely different things. The first is a soil property and the second has to do with the spectral acceleration at 1.0 seconds (the S1 value). If the S1 value exceeds 0.75 then the structure must be designed as a Seismic Category E building.
Can someone post the link to the site where he gets the S1 values(The site which allows you to search longitude and altitude)? I can't seem to locate it. I keep on landing on this site earthquake.usgs.gov/moving.php
Excellent teaching. Good supplement to the Hiner Seismic Design course. Superb description of how to draw the response spectra and what it means.
Went to Pamona in April last and it was tough SE exam I am not confident but after just getting my PE this is easier now to understand nearly 3 years when I first saw this video.
Great Videos Dirk. For anyone who is following the videos, According to the ASCE7-16. The value of Fv is between 1.8 and 1.9, Doing interpolation I got Fv=1.87. This value gives S(M1)=0.8 and S(D1)=0.54
Keeping with the videos I can see that there are a lot of values and restrictions that change between ASCE7-10 and ASCE7-16
That's correct
Please, sir, make videos on wind analysis...Thank you for uploading these videos...
Dirk thank you for a good presentation, could explain where is the Cu factor - Period Parameters Cu - Table 12.8-1.
Thank you Sir very informative specially for seismic design.
realy helping for me to understand, thanks from Indonesia
"T sub naught.... I don't care if you calculate it or not...". I see what you did there.
thank you for the great effort. By the way @ 7:39 I think values for Ct & X are in table 12.8 - 2 not in table 12.2 - 1. once again thanks for your effort.
-any questions?
-none!
😂
Dear Eng. Dirk Bondy, In the lecture No. 2 At the minute 6 : 44 you told SDC = D But according to table 11.6-1 0.33
That part of the Code changed between ASCE 7-10 and ASCE 7-16
Dear professor, is this series of videos enough to pass CA seismic exam?
If not can you give some advice and tips
Thanks in advance
I think it should be enough for most of the analysis, but you still need the design portion. You would have to get that from material design textbooks and experience in design.
According to SDC our site class is E, but for SDs and SD1 site category D is used, Why?
The site soil category doesn't have anything to do with the Seismic Design Category - they are two completely different things. The first is a soil property and the second has to do with the spectral acceleration at 1.0 seconds (the S1 value). If the S1 value exceeds 0.75 then the structure must be designed as a Seismic Category E building.
@@dirkbondy ok.Thank you sir.
Can someone post the link to the site where he gets the S1 values(The site which allows you to search longitude and altitude)? I can't seem to locate it. I keep on landing on this site earthquake.usgs.gov/moving.php