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Join us for the Global Launch of our Revolutionary ProtaStructure 2021. In 2021, Prota again revolutionizes the engineering industry with; A software for streamlined building modelling and analysis, A software […]
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Summary Traditionally, continuous beam lines are analysed and designed in isolation. The modelling of the support conditions in such cases is often unsophisticated or simplified. For example, in the analysis […]
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Summary ProtaStructure checks global and local ductility conditions according to ACI 318 18.7.3. This document covers the calculation details of the strong column – weak beam condition checks. Open Document
White Paper
Summary ProtaStructure checks the beam-column joint shear limits according to ACI 318-19 Chapter 15 and 18.8.4. In this document, calculation details about beam-column joint shear are explained. Open Document
White Paper
Summary ProtaStructure checks the beam-column joint shear design considerations according to EC8 Chapters 5.5.2.3 and 5.5.3.3. In this document, calculation details about beam-column joint shear are explained. Open Document
White Paper
Summary ProtaStructure checks global and local ductility conditions according to EC8 Chapter 4.4.2.3. This document explains calculations for strong column weak beam condition checks. Open Document
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Summary Many structures will undergo a natural sway under purely vertical (gravity) loads. These sways can sometimes introduce significant changes to the expected moment diagrams in beams. The axial force […]
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Summary ProtaStructure calculates non-structural member forces according to EC8 Chapter 4.3.5. In the current document, calculations details about non-structural members earthquake force and parameters such as seismic coefficient are explained. Open […]
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Summary This design guide discusses the Beam Design to Eurocode 2 Design Code BS EN 1992-1-1:2004. Users who wish to understand the analysis and design calculation for storey beams, are recommended to […]
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Summary ProtaStructure’s punching shear check is an interactive design tool. You need to use it carefully on one column, or a group of the similar column(s) at a time to […]
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