Why on the Non code combination tab does the initial case for occasional load not change.
With the following load cases: Gr, T1, T2, P1, P2, E1, E2, how to set up automatic combinations like this:
GrT1P1E1...GrT2P2E2. Instead the following are shown GrT1P1E1...GrT1P1E2.
Under Load Static analysis sets, modify the analysis set, with Gap/Friction/Soil check-box enabled, press the OK button. When the Non-Linear Analysis options appear look at the setting for "Initial case for Occ. loads".
The combinations for you occasional cases are set by this setting. Se online help for more details on this setting.
"Non-Code Comb." tab