ahmetburakbas
New Member
Hello, 1-) Maximum Baseline Pressure-Minimum Baseline Pressure is negative value and whatever I do, this value does not improve. 2-) tensile and shear stress in d3 and d5 slabs in the slab of my sub-basement does not save the safety, whatever I have done to solve this does not save it 3-) When the slab is defined in the s02 sub-basement floor, it gives a punching error and this does not improve. I can't send the project attached. The file is 42 mb, but I can't upload more than 4 mb files here. Thanks