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

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 !