culture9
Civil/Environmental
- Jun 15, 2013
- 2
I need someone to show me the steps to perform buckling analysis in staadpro.
E.g: A steel strut 0.15m diameter and 12m long, built in rigidly at the bottom but completely unrestrained at the top. Ans = 89.4kN. Take E= 205GPa.
I have tried tirelessly but still cannot get the correct factor.
Please do help by sending me a stepwise description of the process and possibly a staadpro file containing the solution.
Thanks.
atika4ufolks@yahoo.com