When the column is subjected to an eccentric load $\left(W_E\right)$ having eccentricity $e_x$ with respect of X-axis and eccentricity $e_Y$ with respect to Y-axis, then the equivalent axial load $\left(W_{EQ}\right)$ is given by

[Where, $M_X$ and 

• • 1

    $W_{EQ}=W_E+M_X{B}_X+M_Y{B}_Y$

  • 2

    $W_{EQ}=W_E-M_X{B}_X+M_Y{B}_Y$

  • 3

    $W_{EQ}=W_E+M_X{B}_X-M_Y{B}_Y$

  • 4

    $W_{EQ}=W_E-M_X{B}_X-M_Y{B}_Y$