The factor of safety (FS) for a slope with cohesionless soil is given by the ratio of the shear resistance to the shear stress. Using the formula for factor of safety in cohesionless soils, we get:
\[
FS = \frac{\tan \phi}{\tan i}
\]
where \( \phi \) is the angle of internal friction and \( i \) is the slope angle. Hence, the correct answer is option (2).