10A. DIMENSIONING PART 1/4

two options concerning the designer's determination of the allowable soil stress. Select with the mouse the corresponding option next to " Shep (KN/m2)" and in the adjacent box type the value of the allowable stress that we want the program to take into account. Then select with the mouse the corresponding option next to " shtr (KN/m2)" and in the adjacent box type the value of the fracture stress that we want the program to take into account. OBSERVATIONS: The above parameters in the "Soil failure" section refer to the strength of the soil for footing with footings and the calculation is done either with Terzaghi/EC method, or by entering the allowable stress and the fracture stress in the corresponding fields. The soil bearing capacity check based on EC7 for the footings is shown in the results in the following format: Also shown in the exploration are the detailed test results for each combination The results show the worst ratio. 1.3.3.7 Parameters for calculating the strength moments of the beams You can now specify for existing buildings, whether in the calculation of the beam strength moments based on the interaction diagrams, you want to take into account the reinforcement bars of the side walls, as well as any additional reinforcement that exists and which does not appear in the beam cross-section.