Local Stability |
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Steel Yield Fy |
I/W Shape Section |
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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()}} |