Local Stability |
|
| Steel Yield Fy |
I/W Shape Section |
|
| Flange Width bf | |
| Flange Thickness tf | |
| Flange Capacity | {{fs() | number: '2'}} |
| Slenderness Check | {{fsCheck()}} |
| Web Depth hw | |
| Web Thickness tw | |
| Web Capacity | {{ws() | number: '2'}} |
| Slenderness Check | {{wsCheck()}} |
| Depth of Section d | |
| Web Thickness t | |
| Web Capacity | {{ltc() | number: '2'}} |
| Slenderness Check | {{ultCheck()}} |
| Side Width b | |
| Side Thickness t | |
| Side Capacity | {{lta() | number: '2'}} |
| Slenderness Check | {{ltaCheck()}} |
| Side Width b | |
| Side Thickness t | |
| Side Capacity | {{ltsa() | number: '2'}} |
| Slenderness Check | {{ltsaCheck()}} |
| Width of Flange b | |
| Flange Thickness t | |
| Flange Capacity | {{Cfc() | number: '2'}} |
| Slenderness Check | {{CfcCheck()}} |
| Height of Web h | |
| Web Thickness tw | |
| Web Capacity | {{Cwc() | number: '2'}} |
| Web Slenderness Check | {{CwcCheck()}} |
| Width of Flange bf | |
| Flange thickness tf | |
| Flange Capacity | {{Rfc() | number: '2'}} |
| Flange Slenderness Check | {{RfcCheck()}} |
| Height of Web hw | |
| Web Thickness tw | |
| Web Capacity | {{Rwc() | number: '2'}} |
| Web Slenderness Check | {{RwcCheck()}} |
| Width of Side b | |
| Flange Thickness t | |
| Section Capacity | {{hssC() | number: '2'}} |
| HSS Slenderness Check | {{hssCCheck()}} |
| Width of Side d | |
| Flange Thickness t | |
| Section Capacity | {{chssC() | number: '2'}} |
| HSS Slenderness Check | {{chssCCheck()}} |