Deflection at midspan of continuous I-shaped section floor beam bent about axis perpendicular to flanges

Input

Height of section(mm):

Width of flange(mm):

Thickness of flange(mm):

Thickness of web(mm):

Modulus of elasticity of steel(MPa):

Span length of beam(mm):

Value of positive moment due to live load at midspan of beam(N.mm):

Absolute value of negative moment due to live load at right support of beam(N.mm):

Absolute value of negative moment due to live load at left support of beam(N.mm):

Value of positive moment due to dead load plus live load at midspan of beam load(N.mm):

Absolute value of negative moment due to dead load plus live load at right support of beam(N.mm):

Absolute value of negative moment due to dead load plus live load at left support of beam(N.mm):

Output

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Input