Section Database

Section has contineous lateral-torsional restraint?

Materials Parameters

Bending moments

Moment $M_{fx} \space \space kN.m$

+ve value cause compression in horizontal (short) leg

Moment $M_{fy} \space \space kN.m$

+ve value cause tension in vertical (long) leg

Value of $\omega_2$

Note: +ve value of calculated $M_{fw} \space$ will cause compression in the horizontal (short) leg according to this sign convention. This will cause the value of $\beta_{w} \space$ to become positive.