The PLS-CADD guys have several European codes to select from in the criteria file. RE: PLS CADD transmissiontowers (Structural) 12 Feb 13 11:21 I have been called "A storehouse of worthless information" many times. with the new tower's weight and wind span parameters because the spans could change with the new O.S. Now, if the selected tower is not strong enough and you have to replace it with a slightly taller one, then you need to re-run the O.S. You then string all your wires and do the structural analysis to make sure the towers are indeed strong enough. I believe it assumes that the tower/pole will be strong enough based on the simple parameters you input. and it picks a set of towers or poles based on the cheapest line design. You identify the hard angle points where the line turns, then you identify a set of possible candidate structures with their capacities in wind and weight spans plus the max angle. works.įrom my meager understanding, you start with a route you have terrain data for. ![]() ![]() The manual is fairly good and it would be good to get a basic understanding by reading the manual and opening the example line models and see how the O.S. ![]() ![]() If you have a senior engineer around that has experience with the software and the optimum spotting, lean on their experience. From my experience, there is a lot to learn about the software.
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