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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
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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
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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
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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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Summary This design guide discusses the Differential Axial Deformation Effect (DADE) of columns and walls due to 3D analysis of multi storey buildings. The methods to reduce this effect using […]
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Summary In this document, calculation and decomposition of loads on ribbed and waffle slabs are explained. Modeling and design of ribbed and waffle slabs are out of the scope of […]
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