Modeling of Industrial Warehouses | Part 7: Connection Design and Quantity Survey

Modeling of Industrial Warehouses | Part 7: Connection Design and Quantity Survey

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Modeling of Industrial Warehouses | Part 7: Connection Design and Quantity Survey
Welcome to the Grand Finale of our design part of the Industrial Warehouse Design Series! In this part, we going to design our connections and perform a cost estimate and a quantity survey of the industrial warehouse. Don't forget to like, comment, and subscribe for more in-depth content on warehouse design and other engineering topics! You can also join the ranks of our members via: https://www.youtube.com/channel/UCFC1n0T1TFMzZdN7jjvM71g/join Links: https://drive.google.com/file/d/1su7uSiTtxulHb-G-kN5jPFOhLffkDnha/view?usp=sharing #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 2:11 Rafter-Column Connection 12:43 Rafter-Rafter Connection 13:47 Beam-Column Connection 14:29 Limitations (Sometimes fails) 17:07 Cost and Quantity Estimation 21:46 Base Plate and Foundation 26:00 Outro