Great webinar, very well done. You do have a slight math error in your example. At time 52:27 for the span you said 196, then changed to 210, but it is actually 216. That said with the added span does the new shape selection still work? The deflection was at 99% capacity. Also, have you heard of HVAC formed flanges TDC/TDF? Would you have those shapes in your database?
Thanks Haytham! Let us know what webinars you'd like us to run in future! We love ideas! You can also view and download the slides here if you'd like: www.slideshare.net/clearcalcs/designing-a-coldformed-steel-beam-using-aisi-s10016-131724086
Thanks.... if i have cfs beam simply supported and Connected from above with a ferrocement slab with full shear connection Do we get Distortional buckling in cfs(C-Shape)
Hi there - thanks for reaching out on this one! To answer your question, yes, we check distortional buckling in our C-shape CFS beam calculations. You can find this information at the bottom of your ClearCalcs CFS beam design calculation in the “Distortional Buckling (AISI S100-16, Cl F4)” section. Feel free to sign up for a free 14-day trial here (clearcalcs.com/signup) if you haven’t checked it out already. Hope this helps!
Hi there - thanks for reaching out on this! I’ve included a link here that jumps directly to the worked example for cold formed steel beams to AISI S100-16 (clearcalcs.com/support/beams/how-to-design-a-cold-formed-steel-beam-to-aisi-s100-16). Hope this helps!
This is absolutely great. I will be purchasing a subscription. Well done sir. Very helpful for work.
Awesome, thank you!
Thanks a lot, very helpful and educated webinar.
Thanks.. Awesome webinar
you're the best. thanks
Thanks Ehab!
Great webinar, very well done.
You do have a slight math error in your example. At time 52:27 for the span you said 196, then changed to 210, but it is actually 216.
That said with the added span does the new shape selection still work?
The deflection was at 99% capacity.
Also, have you heard of HVAC formed flanges TDC/TDF?
Would you have those shapes in your database?
Thanks a lot, very helpful :)
Awesome webinar
Thanks Haytham! Let us know what webinars you'd like us to run in future! We love ideas!
You can also view and download the slides here if you'd like: www.slideshare.net/clearcalcs/designing-a-coldformed-steel-beam-using-aisi-s10016-131724086
Thanks....
if i have cfs beam simply supported and Connected from above with a ferrocement slab with full shear connection
Do we get Distortional buckling in cfs(C-Shape)
Hi there - thanks for reaching out on this one! To answer your question, yes, we check distortional buckling in our C-shape CFS beam calculations. You can find this information at the bottom of your ClearCalcs CFS beam design calculation in the “Distortional Buckling (AISI S100-16, Cl F4)” section. Feel free to sign up for a free 14-day trial here (clearcalcs.com/signup) if you haven’t checked it out already. Hope this helps!
Hi! I am from Mexico and I am thinking about the applicability of this standar for MKS unit system. Thanks!
Interesting for Architects!
Thanks for your feedback, we're really great to hear that!
Kindly suggest a book in which good explanation of designing methods are given.
Thank you!
for lecture purpose to under-graduate students.
Cold-Formed Steel Design 5th Edition - Wei-Wen Yu is probably the best CFS book.
Thanks
You're welcome!
May I have sloved example of cold formed aisi?
Hi there - thanks for reaching out on this! I’ve included a link here that jumps directly to the worked example for cold formed steel beams to AISI S100-16 (clearcalcs.com/support/beams/how-to-design-a-cold-formed-steel-beam-to-aisi-s100-16). Hope this helps!
thanks alot
You're welcome!
Thanks a lot, very helpful and educated webinar.
Thank you for watching