Design positive moment strength of shored composite section(I-shaped section with constant thickness concrete slab) bent about axis perpendicular to web in case of elastic stress distribution

Input

Height of steel section(mm):

Width of steel flange attached to concrete slab(mm):

Thickness of steel flange attached to concrete slab(mm):

Width of steel flange non-attached to concrete slab(mm):

Thickness of steel flange non-attached to concrete slab(mm):

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

Thickness of steel web(mm):

Specified minimum yield stress of steel section(MPa):

Modulus of elasticity of steel section(MPa):

Effective width of concrete slab(mm):

Thickness of concrete slab(mm):

Specified compressive strength of concrete(MPa):

Modulus of elasticity of concrete(MPa):

Type of concrete:
(Note: For normalweight concrete, enter 1 | For lightweight concrete, enter 2)

Output

Input

Output

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