Design shear strength of interior web panel with transverse stiffeners for I-shaped or channel section considering tension field action

Input

Height of section(mm):

Width of compression flange(mm):

Thickness of compression flange(mm):

Width of tension flange(mm):

Thickness of tension flange(mm):

Thickness of web(mm):

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

Specified minimum yield stress of web(MPa):

Modulus of elasticity of steel of section(MPa):

Type of stiffener:
(Note: For single stiffener, enter 1 | For pair of stiffeners, enter 2)

Width of stiffener(mm):

Thickness of stiffener(mm):

Clear distance between transverse stiffeners(mm):

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

Modulus of elasticity of steel of stiffener(MPa):

Required shear strength in panel being considered(N):

Output

Input

Output