Tek-Tips is the largest IT community on the Internet today!
Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!
-
Congratulations MintJulep on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!
Recent content by Wani_1
-
Design of Built-up section.
My constant in my calculations was Plate height h limited by the gap between the I-beam flanges. The only practical dimension to vary was the plate thickness. Lol I do know how to go about the calcs for Iyy and Izz, I went further and incorporated the web of the beam as well to help attain a...- Wani_1
- Post #5
- Forum: Mechanical engineering general discussion
-
Design of Built-up section.
I saw this and wondered how such a beam was sized. I take it the goal was to eliminate the idea of having one strong and weak axis in relation to buckling? If you take a look at the image below, the I beam doesn't seem that big.- Wani_1
- Post #4
- Forum: Mechanical engineering general discussion
-
Design of Built-up section.
Hi, I was wondering what ways one would use to get an equal radius of gyration in both yy & zz axis of given cross sections. I tried using 2 flat plates and I beam to achieve this by equating the desired radius of gyration to that of the highest radius of gyration of the I beam. After some...- Wani_1
- Thread
- Replies: 5
- Forum: Mechanical engineering general discussion