Overview

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 ColumnsBuckling Failure PrinciplesLong and Short Columns AnalysisDesign of Short column Building Plan ExampleDesign of Long Columns for BucklingInteraction Diagrams of ColumnsMoment Magnification factor Method for Design of BucklingNon-Sway frame column Design for BucklingAbout 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!

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