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 = E·I·0.01

φ(x) = FEI·(l·x – x²2)

d(x) = F2·EI·(l·x² – x³3)

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