SCIA.ESA PT
SCIA.ESA PT
(OP)
Anyone familiar with the FEM package "SCIA.ESA PT".I have some important questions in it!!
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RE: SCIA.ESA PT
RE: SCIA.ESA PT
1)Does ESA accept inputs of different concrete strengths at transfer and service?
2)Do I have an option for entering the information regarding losses like friction,anchorage slip,in the post-processor.
3)Does ESA PT perform a design based on the percentage of dead load to be balanced (wich is specified by the user)
Please help!!