Critical Buckling Load |
Note: Effective length factor is dependent on end conditions |
| Member Cross-sectional Area | ||
| Unbraced Length Lb | ||
| Buckling Mode n | ||
| Radius of Gyration r | ||
| Effective Length Factor K | ||
| Critical Pressure Pcr | {{Pcr() | number: '2'}} ksi | |
| Applied load P | ||
| Stability Check | {{stabilityCheck()}} | |
| Factor of Safety | {{FS() | number: '2'}} | |
| Check for Slenderness | ||
| Section Yield Fy | ||
| kL/r | {{klr() | number: '2'}} | {{slenderCheck()}} |
| Nominal Design Strength | {{Pn() | number: '2'}} kips |
