ASCE7 Equivalent Lateral Force Procedure in Autodesk Robot - Part 4: Software Implementation

Hello everyone and welcome to this video tutorial. In this video tutorial, we are gonna get back to the basics and discuss something called: "Equivalent Lateral Force Procedure" to calculate the seismic loads based on the ASCE7 code. Then, we are going to apply this in Autodesk Robot.

Whether you’re a seasoned civil engineer looking to learn a new software or a student just starting out in the field, this video is designed to give you a comprehensive understanding of how to navigate and utilize Autodesk Robot.

Stay tuned for more videos in this series where we will continue to explore the practical aspects of structural design. Don’t forget to like, share, and subscribe to Civil Engineering Essentials for more educational content!

You can download the lecture notes under the link:
https://drive.google.com/file/d/14c2y...

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Current Video Ideas for the Future:
- Video on Gap
- Video on Column Buckling in a Real Structural Setting.
- Video about instabilities.
- Advanced Mesh Options
- The Dynamics Series: comparative analysis between robot
- Circular Arrangement of Reinforcement
- 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
- Tapered beam steel design

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Timestamps:
0:00 Hello Everyone!
0:34 Quick Modeling
4:33 Incorrect Approach #1
6:41 The Mistake in Approach #1
7:23 Adding the DL to Seismic Weight
8:12 Incorrect Approach #2
9:09 The Mistake in Approach #2
11:03 Correct Approach
12:40 Results
14:36 Calculation Note
17:00 That's that!