caglarermehan
New Member
hello, there are large deformations in my project that I think are caused by the combination, can you help with this? Also, Ts500 article 10.4.2 states that in continuous foundations with beams, the beam height cannot be less than 1/10 of the free span, including the plate, and the plate thickness cannot be less than 200 mm. In such foundations, it should be ensured that the beam cross-section is greater than the Vd design shear force calculated on the column face. If this cannot be achieved, the difference should be kept as small as possible. Should this check also be done when shearing is saved in single storey structures? It appears as an error in geometry control.