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Cross Section Analysis & Design 1.8

Arbitrary cross section analysis and reinforcement design under biaxial bending.


Last Week downloads: 0
Total downloads: 241
  • Last Updated: Jul 24, 2012
  • License: Shareware $545.00
  • OS: Windows 7/Vista/XP/2000
  • Requirements: No special requirements

User reviews

4 out of 5 based on 6 ratings for Cross Section Analysis & Design 1.8

For Cross Section Analysis & Design 1.8Publisher's description


Cross Section Analysis & Design is a Home & Education software developed by Engineering Software Solutions. After our trial and test, the software is proved to be official, secure and free. Here is the official description for Cross Section Analysis & Design:

BSEditor: Cross Section Analysis & Design is a powerful application that can perform a wide range of cross section calculations, including the design of reinforced concrete sections. The given cross sections are built up of one or more Geometric Entities and can be drawn directly using the versatile featured user interface. The user can also import standard steel sections from a complete shape Library according to all major codes (AISC, Australian-New Zealand, BS, Chinese, European, Indian, Aluminum etc.)

Analysis features:

Section properties calculations (with regard to a user defined base material or the geometric properties of the section) including inertia data, elastic and plastic elasticity moduli, etc.

Calculation and plotting of the Moment vs. Curvature diagram for bending about a predefined axis. Accordingly, a Force vs. Axial strain diagram can be created.

Calculation of the equivalent bilinear Moment vs. Curvature graph with predefined or no hardening, as well as reporting of yield/ultimate curvatures and moments.

Estimation of the neutral axis, strain distribution and plotting of stress Contour under given sets of biaxial applied forces. Reporting of reinforcement forces (if any) and the maximum/minimum stress locations for each material in the section.

Estimation of the biaxial applied forces under a given neutral axis (location, orientation and curvature). As in previous case, the strain distribution and a stress contour are plotted. Moreover, the reinforcement forces (if any) are reported and the maximum/minimum stress locations for each material in the section are computed.

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