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Deflection of a simply supported steel beam
Deflection under the variable load at the serviceability limit state against span/360. Reference: EN 1993-1-1 7.2, EN 1990 A1.4.
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# Beam IPE 300
E_s := 210 GPa
I_y := 8356e4 mm^4
L_s := 6.0 m
q_k := 10 kN/m
# Deflection
delta := 5*q_k*L_s^4/(384*E_s*I_y) = mm
delta_lim := L_s/360 = mm
delta <= delta_lim =How to use this example
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