Is it possible to adjust the initial values of the temperature courses entered for the fire resistance design? For example, I would like to adjust the initial value of the moisture content.
I cannot fully understand the spring constants for foundation beams and piles. Do these parameters of translational, shear, and rotational springs relate to the stiffness modulus (MN/m²) or the subgrade reaction modulus (MN/m³)?
When performing the fire resistance design in RF‑CONCRETE Members, acting internal forces (for example, My,Ed,fi) are applied that do not correspond to the internal forces of the applicable determination of internal forces. What is the reason?