Design strength in case of web local yielding or web local crippling or web sidesway buckling with a pair of transverse stiffeners

Input

Height of section(mm):

Width of flange(mm):

Thickness of flange(mm):

Fillet at flange(mm):
(Note: For rolled section, enter a number other than 0 and for built-up section enter 0)

Thickness of web(mm):

Width of moment connection plate delivering compressive concentrated force(mm):

Thickness of moment connection plate delivering compressive concentrated force(mm):

Width of stiffener(mm):

Thickness of stiffener(mm):

Specified minimum yield stress of steel of stiffener(MPa):

Modulus of elasticity of steel of stiffener(MPa):

Compressive concentrated force(N):

Location of stiffener:
(Note: For interior stiffener, enter 1 | For end stiffener, enter 2)

Design strength without stiffener(N):
(Note: Design strength without stiffener in case of web local yielding or web local crippling or web sidesway buckling)

Output

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Output

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