Beam length - l =   m

Load - F =   kN

Second moment of area - I =   cm⁴

Modulus of elasticity - E =   GPa

Functions of rotation and deflection along the beam

EI = 0.01·E·I

d(x) = F4·EI·((l²4·x – x³3)·(x ≤ l2) + (l²4·(l – x) – (l – x)³3)·(x > l2))

φ(x) = F4·EI·(l²4 – x²)

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