low denim trim

gürkan

New Member
hello Mr. Hakan; As you said, I defined floors at low floor level and selected the columns and curtains that pass the floor (change /object edit /column /top as free columns. However, the clones I marked are still seen as short columns by the program. After marking the first It makes compaction at the top and bottom of the s101 (170 cm) column, but if I do not mark it, it does not compress. I think it is not normal for it to compress. Because there is no floor or beam that corresponds to the s101 column (on the ground floor). The vertical extensions of the same column on the 4th floor are different. I guess this is a different situation. What I want is that the beams connected to the low-level floors make compression at the points where they come into contact with the columns. I would appreciate if you could help. (floor height is 340 cm.)
 
Hello, Since the columns are entered on each floor, the column lengths appear as the height of that floor in the vertical expansion. However, with an alternative data entry, you can edit the vertical column expansions according to your question. For this, do not enter the missed columns on that floor, change the elevation of the columns. I am attaching the project, which has been dataized in this way, to the message. If we list the advantages and disadvantages; In the first model, the column dimensions will appear as the height of each floor. Both in the report and in the vertical expansion of the column... In the second model, since there is no column in the floor that is not entered, the columns that are not in that floor will not be visible in the column application plan. You can copy invisible columns from the plan of the column application of an upper floor. In addition, in B2 irregularity, the areas of the columns that are not entered in the relevant floors will not be added to the sum of the effective lengths of the columns. However, all column lengths and column vertical expansions will appear as we want. In version 5 it is convenient to use both models for stepped structures. Use the model you want depending on the situation. Good work...
 
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