This is very well presented. I have been using AISCM's for twenty years, and this was helpful -- I have always done beam- columns with the specification formulae; now I would be just as comfortable using Table 6-1. Students at UWP are fortunate to have this professor -- such opportunities to learn of great value.
I know im asking the wrong place but does someone know of a way to log back into an instagram account?? I was dumb lost my account password. I appreciate any help you can give me.
@Jaden Peyton I really appreciate your reply. I found the site thru google and I'm waiting for the hacking stuff now. Seems to take quite some time so I will get back to you later with my results.
No, Table 6-1 is for standard W-shapes. Table 6-1 is also not available in the new manual, which now has a "super table" that you can use to find the factored design capacity for each limit state directly.
This is very well presented. I have been using AISCM's for twenty years, and this was helpful -- I have always done beam- columns with the specification formulae; now I would be just as comfortable using Table 6-1. Students at UWP are fortunate to have this professor -- such opportunities to learn of great value.
I wish my Professor taught us this method. I'm sure he had his reasons, but I'm glad I came across this. Thank you so much!
Your video is excellent. This is one of the more obscure tables. Excellent use of a microphone!
I know im asking the wrong place but does someone know of a way to log back into an instagram account??
I was dumb lost my account password. I appreciate any help you can give me.
@Morgan Adriel instablaster =)
@Jaden Peyton I really appreciate your reply. I found the site thru google and I'm waiting for the hacking stuff now.
Seems to take quite some time so I will get back to you later with my results.
@Jaden Peyton It did the trick and I now got access to my account again. I'm so happy!
Thanks so much you saved my account :D
@Morgan Adriel Happy to help :)
This is awesome. Definitely going to use this on my upcoming SE Exam.
Great analysis and explanation. It helped me understand the use of the table. wish you could do more steel design videos.
Really instructional video. I wish you could do more steel design videos.
Thanks!! Prefect video. This will help me for my PE
simply brilliant sir.
I wish I had a professor like him
Do these tables not exist in the 15th ed? Or just moved?
wow , well grounded sir
Nicely explained.
good job
really good video!
i dont find website to answer
can we use table 6-1 for plate girder ??
No, Table 6-1 is for standard W-shapes. Table 6-1 is also not available in the new manual, which now has a "super table" that you can use to find the factored design capacity for each limit state directly.
Where can i find the table 6-1?
+Analucía Huirse
AISC Steel Construction Manual. The version used in the video is 14th.
+Dai Vy thank you!!
It should be warned that Tables 6-1 do not account for Equation H2-1
best