Beam length - l =   m

Load - q =   kN/m

Second moment of area - I =   cm⁴

Modulus of elasticity - E =   GPa

Functions of rotation and deflection along the beam

EI = E·I·0.01

φ(x) = q2·EI·(x³3 – l·x² + l²·x)

d(x) = q2·EI·(x⁴12 – l·x³3 + l²·x²2)

Maximum deflection

d_max = d(l)·10³ mm

Maximum rotation

φ_max = φ(l)·10³ rad·10³

Calculate deflection at x =   m

d(x)·10³ mm