Effective algorithm is implemented for selection and check of composite section that consists of elements from three different materials: concrete (B30, B40, etc.); rigid reinforcement (VSt3kp, etc.); flexible reinforcement (À400, À500, etc.).
The deformation theory of reinforced concrete is realized. Analysis of composite section is carried out for all types of forces: Mx, My, Mz, N, Qy, Qz.
Output data for analysis of composite structures is presented in graphical and tabular formats, in a manner identical to analysis of RC structures.
Output data with determined reinforcement for composite structures