X

Design of Slender Columns Per ACI Code for Buckling Failure | 775 MB

Engineering Lectures & Courses

 
  • Filter
  • Time
  • Show
Clear All
new posts
  • Saadedin
    Thread Author
    Administrator
    • Sep 2018 
    • 36097 
    • 18,861 
    • 2,860 

    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





    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

    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 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 !


    Who this course is for
    Civil Engineering Students Wants to Learn how to design slender or long columns per ACI Standard


    Published 12/2024
    Created by Ali Abu Hatab
    MP4 | Video: h264, 1280x720 | Audio: AAC, 44.1 KHz, 2 Ch
    Level: All | Genre: eLearning | Language: English | Duration: 5 Lectures ( 2h 21m ) | Size: 775 MB

    Download

    *


Working...
X