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If the element is subjected to pressure load, enter the values of the pressure at the nodes. The pressure will be assumed to be applied on the full domain of the element. Terminate with a blank card. Entered values will be assumed to be premultiplied by the thickness (area if NSD.EQ.1).
1-5 Number of the global axis to indicate the
6-15 Pressure value at the first local node
16-.. Pressure values at the rest of the nodes