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Turkish Attached is the data of a 3.5-storey project without a basement that I am working on. The attic will be masonry. Could you please warn me about the mistakes I have made with your experience? and as ground values in my hand; There are Z4-D T0=0.67 TA=0.2 TB=0.9 k=1677 t/m3 qs=1.1 kg/cm2 values, can you please explain where I should enter them in detail, respectfully..
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For someone new to idecad?
- Thread starter leonidass
- Start date
Hello brother, first of all I would like to say good luck. What I want to say about your project; 1. Is there a need to make a stud beam in ribbed flooring systems unless it is necessary? For example, if you add a single beam to column s02 and s06, the same goes for s03 and s07. 2. Aren't some column dimensions more than necessary, and the width of the supporting beams less than necessary? 3. How about you run the rib in the other direction for tiles d1,d2,d3,d4,d5? because in this way it will be very difficult to implement. It is not your mistake, but there will be problems in the application and it will not be applied properly. *As for the soil values, analysis-analysis settings-base soil section, soil unit weight, bed coefficient and soil safety factor are entered according to the soil survey. We also determine the floor class from the option Specify the soil type & response spectrum. Accordingly, TA and TB are also determined. I wish you good work.
Thanks for your answer and comment, I connected the columns with a single beam, it was much better yes.. If this is the k-bearing coefficient, then I write it in the bearing coefficient section in the analysis settings. How do we enter the soil unit weight and soil safety values, all the data I have above are how I should do qs is the soil unit weight.. how do we enter the soil safety stress.. thanks..
Just like that, you will enter your k value in the bed coefficient section. qs is your ground safety stress, we enter it in the program as t/m2, so you will enter 1100 t/m2. Soil unit volume weight is also written in the soil survey. For example, it is written in the section of the triaxial compression test report in the soil survey.
ahmetburakdemirel
New Member
3. How about you run the rib in the other direction for tiles d1,d2,d3,d4,d5? because in this way it will be very difficult to implement. It's not a mistake you made, but there will be trouble in the application and it will not be applied properly. Sorry, if the ribs on these floors work parallel to the other, that is, the long side, will the deflection not be a problem in terms of safety, but it is clear that it is problematic in practice, but would it be correct in the other way?