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) = qEI·(x³6 – l·x²4 + l³24)

d(x) = qEI·(x⁴24 – l·x³12 + l³24·x)

Maximum deflection

d_max = d(l2)·10³ mm

Maximum rotation

φ_max = φ(0)·10³ rad·10³

Calculate deflection at x =   m

d(x)·10³ mm