public
Maximum deflection of simply supported beam subject to single point load applied off centre.
Applied force
$$ P = 15000 \:
N $$
Modulus of elasticity
$$ E = 200000 \:
MPa $$
Second moment of area
$$ I = 68500000 \:
mm^4 $$
Maximum deflection
$$ \Delta_{max_{1P}} = {{\left({ P \cdot a_{\Delta} \cdot b_{\Delta} \cdot \left({ a_{\Delta} + 2 \cdot b_{\Delta} }\right) \cdot \sqrt{ 3 \cdot a_{\Delta} \cdot \left({ a_{\Delta} + 2 \cdot b_{\Delta} }\right) } }\right) \over \left({ 27 \cdot E \cdot I \cdot l_{\Delta} }\right)}} \:, mm $$