Design of Cold Formed Sections in Autodesk Robot

Welcome to our video tutorial on the design of cold-formed sections according to the EC1993-1-3. In this Video, we will go through a step by step process on the design of cold-formed sections using the Eurocode EC1993-1-3, including the conditions that have to be met in order for Robot Structural Analysis to detect the presence of a cold-formed section and enable the design via the EC1993-1-3. Don't forget to like, comment, and subscribe for more in-depth content on engineering topics! You can also join the ranks of our members via: https://www.youtube.com/channel/UCFC1n0T1TFMzZdN7jjvM71g/join Links: https://www.autodesk.com/support/technical/article/caas/sfdcarticles/sfdcarticles/ROBOT-STEEL-DESIGN-how-design-user-defined-thin-walled-section.html #FEM #Design #RSA #RSAPRO #William #Segui #industrial #warehouse #design #warehouse #design #Autodesk #Civil_Engineering #Software #Structural_Analysis #structural #systems #connections #claddings #materials #engineering #architecture #construction #Civil #Engineering #Software #Structural #Analysis #Finite #Element #method #Autodesk #Robot #Structural #design #Engineering #analysis #Building #design #Design #software #Design #tools #Design #process #Structural #engineering #Building #construction #Construction #engineering Current Video Ideas for the Future: - Video on Gap - Video on Column Buckling in a Real Structural Setting. - Video on Load Take Down Slabs - Video about instabilities. - Full Structure with mesh and twisting. - Advanced Mesh Options - The Dynamics Series: comparative analysis between robot - Circular Arrangement of Reinforcement - Highway Bridge - Watertank with non-linear hinges. - 3D elements in Dams or soil-structure interactions - Basement Walls and the discontinuity of loads on columns - Influence Surfaces - When and why modal mass is always 90% or less. - Tie beams in normal structure. - More details about modal participation / report? - Masses and stiffnesses to control modes - LL Reduction in ACI/ASCE (vertical and horizontal) - A possible way to model columns with pressure areas - Raft with larger thickness and positions - Robot - seemingly - erratic deformation when supported by beams and columns - Complex and Principle results - Simple TBM tunnel lining analysis in robot Timestamps: 0:00 Introduction 1:05 What is the problem? 2:05 Enabling Thin-Walled Sections 3:40 Still not enough 6:34 The Limited Cold Formed Sections 9:27 Applying a Conforming Section 11:37 Quick Recap 12:17 Cold Formed Design 14:44 Outro