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 cowski on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!
-
Negative (-ve) Buckling Factors
i have done an 4 Arch model on staad & performed buckling analysis. i am getting very large -ve buckling factors .... what do they mean, i know that buckling factor <1 means that member will buckle before the designed load, the snap shot attached below is for Self weight. (Plz See the Pic...- cad1009
- Thread
- Replies: 16
- Forum: Structural engineering general discussion
-
100ft span Hollow Steel ARCH design
Gents please help me out. i am designing a Steel hollow Arch Gate structure. Arch is 100ft support to support with 30ft height. Arch is serving the purpose of Entry gate with no dead load on top except facade glass pannels. I am modeling the Arch in STAAD. to design the pipe section what should...- cad1009
- Thread
- Replies: 20
- Forum: Structural engineering general discussion
