Hi, I am using ANSYS APDL for modelling a bridge under flood hazard. I am stuck at a point where I am unable to feed the flood load in terms of the flood velocity without actually calculating the flood load for each and every velocity values as given in AS 5100 formulas. One of my friend told that I can create some macros in ANSYS APDL and thereby feed velocity values straight way without calculating the flood load repeatedly for different flood velocity values. Can someone please help me?

For instance the code defines the flood force as below

F = 0.5 Cd * V^2 * As.

I am trying to create a macro or give a command to the ANSYS software to include the above formula into the system so I can directly feed velocity, Cd and As values for the software to calcualte the force value

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