"NURŞEN":6f89bvq1" said:Good day, in the project I solved, I have a slab that sits on the column as I have shown in the picture, when I check the geometry, it gives an error of insufficient slab thickness. Do I solve this slab like a cork tile or like a console tile? , S18 column will hold the D17 slab. I think it can be considered as slab without slab beam. In this case, the thickness of the D17 slab should not be less than H>=18 cm and H>=Ln/30. (TS 500 article 11.4.2) Reinforcement axles reinforced concrete calculation axis edit command It can be arranged in the form of flat reinforcement at the top + bottom with. Column caps should be placed under the column in order to verify the punching in the S17 column (Height and table height values will be given zero in the column heading settings.) Good work
Hello, The tile edge is defined under the beam, the defined tile is detected as a console because you drew the tile edge. Delete the tile edges and the tile and redefine the tile. In the geometry control For the given "Cassette slab typical beam identification errors", identify typical beams in two directions in cassette slab. When determining typical beams, make sure that they are continuous with neighboring slabs. Also, you made your project in version 10 demo. In 10 version demo, projects over 5 floors cannot be analyzed."shewger":2kanabhc" said:WHY CAN'T SOLVE THE TILE CONDITION
"shewger":3bsnc6ib" said:thanks, but rib beams still seem to be connected in cassette slabs? opening a gap is not the right method Define secondary beams to the floor boundary.