Course Information
Registration period
Year-round Recruitment
Course Level
Study Mode
Duration
2 Hour(s) 21 Minute(s)
Language
English
Taught by
Ali Abu Hatab
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Course Overview
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 !
Course Content
- 1 section(s)
- 5 lecture(s)
- Section 1 Design of Short and Long Column Per ACI Code| Magnification Factor Method
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
