Gross, cracked and effective moment of inertia of T section with longitudinal tension and compression steels(neutral axis of cracked section in web)

Input

Height of section(mm):

Distance from extreme compression fiber to centroid of longitudinal tension steels(mm):

Distance from extreme compression fiber to centroid of longitudinal compression steels(mm):

Thickness of flange(mm):

Width of effective flange(mm):

Width of web(mm):

Modulus of elasticity of concrete(MPa):

Modulus of rupture of concrete(MPa):

Number of longitudinal tension steels:

Diameter of longitudinal tension steels(mm):

Number of longitudinal compression steels:

Diameter of longitudinal compression steels(mm):

Modulus of elasticity of steels(MPa):

Maximum moment in member due to service loads at stage deflection is calculated(N.mm):

Output

Input

Output