public
Moment modification factor for segments fully or partially restrained at both ends
$$ a = 2.5 \:
m $$
$$ l = 8.466 \:
m $$
Moment modification factor calculated
$$ \alpha_{m_{cal_{AS4100}}} = {1.0 + 0.35 \cdot \left({ 1 - {\left({ 2 \cdot a }\right) \over l} }\right) ^ 2} $$