For biaxial problems, steps must be multiples of 4. Biaxial angle steps affect the solution accuracy and speed. The stress of steel is f s = E s * ε s but f s Design Options.The maximum usable strain at the extreme concrete compression fiber is equal to 0.003 (ACI 318-02/05 10.2.3).The strain in reinforcement and concrete is directly proportional to the distance from the neutral axis (ACI 318-02/05 10.2.2).The minor moment is designated as My in both analysis and design. The major moment is designated as Mx in design as opposed to Mz used in analysis output. Shear design in columns is based on the shear force envelope with the option to include or exclude axial force influence on concrete shear capacity.įor concrete design, compressive and tensile axial loads have positive and negative signs respectively. Slenderness effects are considered for both non-sway (braced) and sway (unbraced) frames. The capacity ratio is computed for each column based on capacity interaction surfaces and axial force-biaxial bending in each load combination. The program generates EXACT (not approximate or empirical) P-Mx-My interaction surfaces for all sections according to user-specified design criteria. The concrete column module designs concrete rectangular or circular columns against axial, uniaxial or biaxial bending as well as shear based on ACI 318-02/05/08/11/14 Code Provisions.
