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Full Version: Tabel of deadweight
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During the input procedure of deadweight tabel, it is always be a tuff job to fill in the deadweight of various pipes, especially the water level is present. The deadweight jump between above/under water level could only be realized by a jump of node/ax-lp etc. It takes a lot of energy to do it if the calculated system is large, which contains a lot of nodes.

Is it possible that the deadweight tabel works just as Wall thickness tabel? The jump could be realized by the same identifier?


I already did a wish for this matter, see this link.
Both requests have indeed a lot in common. With one of the future versions of the program we will change the behaviour of the deadweight table. As mentioned in the other forum thread, this request has been assigned ticket no. 1128