Summary Beam-Column Joint Shear Design According to ACI 318-19 ProtaStructure ensures compliance with ACI 318-19 Chapter 15 and 18.8.4, providing reliable checks for beam-column joint shear limits. Beam-column…
Summary Beam-Column Joint Shear Design in ProtaStructure Beam-Column Joint Shear Design EC8 to ProtaStructure evaluates beam-column joint shear design based on the detailed provisions outlined in EC8 Chapters 5.5.2.3…
Summary Ensuring Ductility with Strong Column-Weak Beam Design Strong Column-Weak Beam EC8 to ProtaStructure performs comprehensive checks on global and local ductility conditions in compliance with EC8 Chapter 4.4.2.3,…
Summary Understanding Structural Sway Under Vertical Loads Many structures naturally sway under vertical (gravity) loads. While this sway is typically minimal, it can sometimes introduce…
Summary Understanding Non-Structural Member Forces in Earthquake Design ProtaStructure calculates non-structural member forces in compliance with EC8 Chapter 4.3.5, ensuring designs are safe and code-compliant. Non-structural members,…
Summary Understanding the Differential Axial Deformation Effect This design guide delves into the Differential Axial Deformation Effect (DADE) of columns and walls, an essential consideration in the…
Summary Understanding Result Signs in Response Spectrum AnalysisResponse spectrum analysis (RSA) is a widely used method in structural engineering to evaluate the seismic performance of…
Summary Case Study: Equivalent Lateral Force Analysis for a 4-Story RC BuildingThis case study demonstrates the calculation of equivalent lateral forces acting on a 4-story…
Summary Case Study: Equivalent Lateral Force Calculation for a 4-Story RC Building (UBC 97) This case study provides a detailed explanation of the equivalent lateral…
Summary Target Displacement Calculation for Nonlinear Pushover Analysis (EC8 Annex B) This document explains the process of target displacement calculation for nonlinear pushover analysis based…
The Prota wheel