Udemy
    •  
    •  
    •  
    •  
    •  
    •  
    •  
    •  
Turn what you know into an opportunity and reach millions around the world.
Learn More
Your cart is empty.
Keep shopping
Design of Slender Columns Per ACI Code for Buckling Failure.
4 students

Design of Slender Columns Per ACI Code for Buckling Failure.

Learn Long Slender Columns Design Per ACI Code | Buckling Failure Concept | Interaction Diagrams of Columns Under Moment
Created byAli Abu Hatab
Last updated 12/2024
English

What you'll learn

  • Types of Reinforced Concrete Columns
  • Buckling Failure Principles
  • Long and Short Columns Analysis
  • Design of Short Columns for Axial Load
  • Design of Long Columns for Buckling
  • Slenderness Ratio
  • Interaction Diagrams of Columns
  • Moment Magnification factor Method for Design of Buckling
  • Slenderness Design formulas
  • Sway and Non Sway Frames
  • Effective length factor K
  • First and Second moment analysis
  • Non Sway frame column Design for both Pu ultimate axial load and Mu ultimate moment for Buckling

Course content

1 section5 lectures2h 21m total length
  • Lec1: Intro to slender columns, effective length factors42:24
  • Lec2: P-delta moments, determination of k effective length factor, braced frames52:28
  • Lec3: Example on the Design of 6m long column under moment, interaction diagrams38:31
  • Design of Short Column Part1, Study the Given Example2:12
  • Design of Short Column Part 2, Solving the Design of Example5:55

Requirements

  • Studying Civil / Structural Engineering

Description

In this course, you will study a complete example of designing columns with 0.4x0.4m and 6m height under axial and moments for buckling. Per ACI Code and Standers. Join and enroll in the course now !!!

Introduction to the Course

If the column fails due to initial material failure; crushing of concrete, yielding of steel, or both, it is classified as a short column. As the length of the column increases.

The probability that failure will occur by buckling also increases. Therefore, the transition from the short column to the long column case is defined using the slenderness ratio.

In this course you will learn how to design a long column to carry in addition to the ultimate axial load, the Moments.

Course Content and Oultine

  • Types of  Reinforced Concrete Columns

  • Buckling Failure Principles

  • Long and Short Columns Analysis

  • Design of Short column Building Plan Example

  • Design of Long Columns for Buckling

  • Interaction Diagrams of Columns

  • Moment Magnification factor Method for Design of Buckling

  • Non-Sway frame column Design for Buckling

About the tutor

My name is Ali Abu Hatab, I am a Civil Engineer from Palestine, Who has experience in structural engineering, water, and wastewater design.

Join and enroll now !

Who this course is for:

  • Civil Engineering Students Wants to Learn how to design slender or long columns per ACI Standard