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Turkish about column analysis
- Thread starter mhmt_ali
- Start date
cihanonarici
New Member
Increasing the foundation height may not always yield results, or the saving height can cause serious financial problems 
instead, you can add column headers (in architectural mode) to the lower ends of the columns with stapling problems, for example, but they will not be reflected in the detail drawings, you can apply this by drawing manually.
instead, you can add column headers (in architectural mode) to the lower ends of the columns with stapling problems, for example, but they will not be reflected in the detail drawings, you can apply this by drawing manually.definitely just draw a column header It may mislead you as if it has solved the problem in that area. In a program that automatically assigns the punching control, it is as if you have thrown one more layer of reinforcement on it. When you open the raft foundation reinforcements window, you can see the punching control next to it. You will see that additional punching reinforcement has already been thrown in the columns where you see the Z sign. However, your foundation height is probably 70 It should be -80 cm. Along with increasing this height, you should increase the column size until you reduce the nd value you see in the column result table to 250-300. The reason for this error is because your spans are a bit too much, it is due to the overloading of the floor loads in that area, and because the column size is small, the mass at the point where it affects It warns you against basic stapling that cannot meet the total load of the . however, this error will be gone by simply increasing the base height and the Z mark that appears in red is gone, but it does not provide full security. It is normal to encounter this problem in openings up to 7-8 m and if you have exceeded the floor loads. If you can add the project we can help more."mhmt_ali":1879smol" said:
as a solution to the problem; 1. Check whether the rib slab load is more than 0.5. Check the load of the 2nd beam, after you are satisfied that there is no problem, your 3rd foundation height should be at least 80 cm. 4. For your project, your foundation amplitudes should protrude at least 100 cm after the column. It may exceed 150 cm in columns with large spans and cantilever bearings. The problem you are experiencing is that the floor area affected by the building load cannot meet the total load. the solution is to extend the base base session. Although the foundation height of the 10-storey building is 50 cm and the ampatage is 40-50 cm, it gives a Z error like you and see the stapling control.