The theoretical critical buckling load for a column with pinned ends is 100 KN. What is the theoretical critical buckling load of another column with the same dimensions and material, with fixed ends?
1
25 kN
2
200 kN
3
400 kN
4
50 kN
The theoretical critical buckling load for a column with pinned ends is 100 KN. What is the theoretical critical buckling load of another column with the same dimensions and material, with fixed ends?