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Reinforcement Numbers Combined in the Mold Plan
- Thread starter mimsta
- Start date
Comment: Some municipalities, for some reason, want floor loads to appear on the formwork plan. I guess men must be incapable of opening and examining accounts, as they make such a request. This causes the formwork plans to get mixed up, and the actual elements that should be visible (size, thickness, floor reinforcements) are not visible enough. However, drawings have been used since ancient times for the understanding of people speaking different languages. Speaking the same language (engineer-engineer) they are telling each other some things with calculation results, they should. From this perspective; such a demand is nice, but in projects that overlap a bit, nothing becomes unreadable anymore. Masters who do not bother to look at many details on the details sheet (column vertical, curtain vertical, column-beam connection, etc.) now try to work with the plan without looking at the beam details, which I think will cause many important points to be overlooked.
I have better thoughts and dreams, but they're all going to happen gradually. Our construction standards are unfortunately very low. It would be nice to have such a table for control. This causes everything to be done very quickly. Excessive speed brings errors. Of course, I am open to innovations and demand all kinds of innovations. But here, it is necessary to look at where the benefit-need axis meets. For example, let's go a little further. If the project outputs were uploaded to a tablet in 3D. If the master takes the tablet in his hand and touches a beam, the reinforcements of that beam appear both on the three-dimensional and two-dimensional screen, then if he touches the column, he sees the same things for the column. Actually, this is not far from what I'm talking about. Ide already shows the reinforcements of all the elements in three dimensions. Only a touchscreen 3D application, freed from other things, will be written. (How limitless are human desires. ) :shock:
HakanŞahin
Administrator
Column reinforcement table is given in column application, beam reinforcement table is given in beam expansions."mimsta":3uc0ycep" said:Hi; It would be great to see the column iron patterns and beam iron pieces in the Mold Plan, is such a thing possible? It will be very useful especially for both the controllers and the masters in practice. The example is attached. Regards .... Good work....