Hello,
i recently found this playlist on youtube
https://www.youtube.com/watch?v=2fez4bu21IQ&list=PLMM8WIL_FdYoZLLJgnlOSsWG2OlrmoW5m
This is a playlist with Lectures from Marshall University (i think).
And i was wondering if anyone knows about other college/University lectures available on...
Hello :)
I have a column, and i want to considering the purlin as bracing. I'm using AISC 360 Appendix 6, to check if the purlin is strong enough. From this Appendix I get a stiffness requirement.. and I'm not sure what i should use for comparison? Maybe the axial stiffness of the purling? EA/L?
Can a building be considered both partially enclosed and enclosed? When where I see it, the A0 in the formulas, is the openings area in the windward wall, and in that case I could have a different classification for each direction. In the image i show, i think i should consider and internal...
Hello,
I have a box section consisting of 2 c-section connected with bolts.
I have to designing according to AISI code. Should i do every section individually or consider it as a box section? Is there any examples to look up for reference (any code is welcome)?
Thank you in advance :)
Hello,
i'm following the AISI Manual Cold-Formed Steel Design (2002) examples. When calculating the Ia parameter, it limits the value to 0.0016 inch^4. I cant find this limit in the specification. Does anyone know where it come from?
Thanks in advance.
Hello,
i'm looking for a design example of a gusset connection in a W shape. The thing is.. we cut the beam as is shown in the picture. Is there any example of this solution? Do you use it in your projects?
Thanks in advance.
