The situation improves if you set your concrete value to C25 BUT in your project: Errors given in geometry control, transferring slab loads, stair loads to beams, adding elevator towers, making a foundation for 1 and 8 axis, not making such overlapping of asmonel beams, not sticking beams too close to the column, not sticking beams too close to the column, Solving the rigid diaphragm (when the semi-rigid diaphragm is solved, deflection and insufficient reinforcement occur in the beams. The semi-rigid diaphragm solution gives closer results than the rigid diaphragm solution.) To give the R coefficient 8, to solve your system with high ductility, to solve the inner beams. Taking wall loads above the walls, calculating the soil load coming from the entrance part and giving it to the system, making the foundation stepless, (If you make a stepped foundation with low ground safety, you may cause unwanted ground stresses by transferring the ground load from the top to the foundation below, and if the stratification on the ground is towards the back of your building, there may be slippage.) I suggest you remove the console raft between the BA axis of the 4th basement floor, I think your project is unfinished. I think you should consider the suggestions when completing your project. Take it easy Unver ÖZCAN"isbandam":va5s8abg" said:curtain cut sender isbandam » 08 Jun 2012, 15:41 hello. I think some curtains in the attached project give a cutoff error due to the foundation system. Continuous foundation under p105 and p106 curtains is a problem in terms of data entry.You do not have permission to view link Log in or register now.
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