"Discover the power of ProtaStructure Suite 2024, where design, modeling, analysis, and detailing converge in a single, seamless click. Elevate your structural engineering to new heights of efficiency and precision."
White Paper
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 force calculation for a 4-story residential reinforced concrete (RC) building. Using the 1997 Uniform Building Code (UBC 97), the process outlines systematic methods for assessing seismic forces. These calculations are […]
News
Dear Prota Users, At Prota , we are committed to supporting your business through the challenges posed by the **COVID-19 pandemic**. We understand that restrictions on movement and remote working may disrupt your operations. During this time, we aim to provide uninterrupted access to **Prota COVID-19 support** and services, ensuring business continuity for all users. […]
News
Prota at 35: Celebrating with Prota-University Collaboration Achieving phenomenal success in the construction landscape over the years, Prota proudly celebrates its 35th anniversary with a special academic project titled 35th Anniversary Prota-University Collaboration. This unique initiative features a series of events where Prota’s engineers and architects visit universities nationwide to share their knowledge and experience. […]
White Paper
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 on EC8 Annex B. Target displacement, which represents the expected lateral movement of a structure during a seismic event, is crucial for evaluating structural performance. The calculation is verified with […]
White Paper
Summary Target Displacement Calculation for Nonlinear Pushover Analysis (FEMA 356) Target displacement pushover analysis involves calculating the expected lateral movement of a structure during a seismic event. This document explains the process as per FEMA 356 Section 3.3.3.3.2, highlighting its importance in evaluating structural performance and ensuring safety. Accurate determination of target displacement is essential […]
White Paper
Summary Strong Column-Weak Beam Check in ProtaStructure with NBCI 2016 ProtaStructure Suite now fully supports Indian Codes (NBCI), including standards for loading, seismic design, and steel and concrete design. This ensures compliance and precision for engineers working on Indian projects. One critical aspect of structural design in NBCI 2016 Annex F is the strong column-weak […]
White Paper
Summary Efficient RC Column Design with ProtaStructure (ACI 318) Accurate calculations and proper documentation are essential for the reinforcement design of RC columns. Since their resilience and longevity depend heavily on design quality, the process can often be both complex and time-consuming. To simplify this task, ProtaStructure’s code-based design module automates key steps, significantly reducing […]
White Paper
Summary Efficient RC Beam Design with ProtaStructure Following SNI 284 RC beam design with SNI 284, The design of RC beams is a critical process to ensure the safety, economy, and efficiency of structures. Proper determination of the quantity and arrangement of reinforcement bars (rebars) according to building codes is essential. ProtaStructure simplifies this process, […]
White Paper
Summary Modeling and Designing Castellated Beams with ProtaStructure 2025 A castellated beam is created by slicing an I-beam longitudinally along its web in a specific pattern and then rejoining it to achieve a deeper web. This innovative process allows for increased beam depth without significantly adding weight. As a result, castellated beams are an efficient […]
White Paper
Summary Beam-Column Joint Shear Checks in ProtaStructure According to NBCI 2016 Beam-column joint shear checks are a crucial aspect of structural design, particularly in situations where opposite beams are not aligned in the same line or level at a joint. These misalignments require engineers to carefully evaluate the tolerance limits for both vertical alignment and […]
