How can I simulate in the dynamic module of Caesar II
the load cases for earthquakes that the civil area that was used to simulate a cable-stayed bridge which supports a pipeline provided me

Dead weight D
Fluid (water in pipe) F
Preestres P
Earthquake Spectrum in X Ex
Earthquake Spectrum in Y Ey
Earthquake Spectrum in Z Ez

The load cases are as follows

D + F + P + 0.7Exyz
D + F + P + 0.7Eyxz
D + F + P + 0.7E (-x) yz
D + F + P + 0.7Ex (-y) z
D + F + P + 0.7E (-y) xz
D + F + P + 0.7Ey (-x) z
D + F + P + 0.7E (-x) (- y) z
D + F + P + 0.7E (-y) (- x) z
D + F + P + 0.7Exy (-z)
D + F + P + 0.7Eyx (-z)
D + F + P + 0.7E (-x) and (-z)
D + F + P + 0.7Ex (-y) (- z)
D + F + P + 0.7E (-y) x (-z)
D + F + P + 0.7Ey (-x) (- z)
D + F + P + 0.7E (-x) (- y) (- z)
D + F + P + 0.7E (-y) (- x) (- z)