Input Variables
Results
Allowable Stress (Mpa)
0
Allowable Capacity (kN)
0
Computation Variables
Radius of Gyration (Rx)
0
Radius of Gyration (Ry)
0
Minimum Radius (Rmin)
0
Slenderness Ratio (SRx)
0
Slenderness Ratio (SRy)
0
Maximum (SRmax)
0
Euler's formula gives the maximum load that a long, slender, ideal column can carry without buckling. The formula is given by: P = π²EI / L² where P is the maximum load, E is the modulus of elasticity, I is the area moment of inertia, and L is the length of the column.
0
0
0
0
0
0
0
0