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Turkish Hello guys, first of all, hello. I just started the project drawing, I can say it's my first project. I couldn't ensure the safety of the column beam on the ground floor S2 column. (I'm getting a B error) Can you help me? I will be very happy if you can indicate the deficiencies in my project in general understanding.
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Column beam connection security
- Thread starter uzooo
- Start date
If the S2 column in question is not an architectural problem, there is no problem when it is made 40x40. A few suggestions: Use the semi-rigid diaphragm option. You can use the live load reduction factor. Enter the stairs into the system or at least give the loads to the system. Wall loads are 19 cm brick load even on the interior walls. Although the floors are small, there are 12-15cm thicknesses. These thicknesses give unnecessary additional load to the building. The linear loads you have defined on the balcony edge (I think the parapet load) are too high. For example, while the wall load you defined on the beam with a thickness of 20 cm was 0.8, you gave the parapet load 1.0. Attic live loads can also be reduced.