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ETABS vs Manual Design: RCC Column Design as per IS 456:2000
Highest Rated
Rating: 5.0 out of 5(13 ratings)
148 students

ETABS vs Manual Design: RCC Column Design as per IS 456:2000

Develop confidence in RCC design manually and in software as well.
Highest Rated
Created bySandip Deb
Last updated 11/2023
English
English [Auto],

What you'll learn

  • Complete manual design design philosophy of RCC column and detailed understanding of column design in ETABS
  • It will help the participant to develop strong understanding of manual and software design.
  • It will help the participant to develop confidence while working on software and design.
  • Participant will be learn to how to understand software design design steps in detail.

Course content

2 sections • 5 lectures • 3h 59m total length

  • RCC Column Design Philosophy49:41

    Learn how to design reinforced concrete columns for axial load and biaxial moments per IS 456:2000, using SP 16 interaction curves, accounting for minimum eccentricity, slenderness, sway, and effective length.

  • Design of RCC Column_Example 0155:31

    Calculate RCC column design moments by adding eccentricity and slenderness effects to the analysis moment, then determine the effective length per IS 456 and account for sway versus non-sway frames.

  • Design of RCC Column_Example 0258:55

    Design a rectangular RCC column per IS 456:2000 by calculating design forces, eccentricities, slenderness effects, and interaction checks using sb16 guidelines and ETABS analysis.

  • Clarification & Correction: Additional Moment in Column18:01

    Explain the correct use of p-delta effects in Etabs and is 456:2000, clarifying when to apply big delta and small delta moments in slender column design.

Requirements

  • Personal computer with ETABS installed, pen, paper and internet.

Description

1. Fundamentals of Column Design Philosophy

2. IS456-2000 Reference

3. Complete Manual Design for Flexure with Example (hand calc)

4. Complete Manual Design for Shear with Example (hand calc)

5. Complete Design with Example in ETABS

6. Understanding Complete Design Report in ETABS step by step


Designing a Reinforced Concrete (RC) column as per IS 456:2000, the Indian Standard Code of Practice for the design and construction of reinforced concrete structures, involves several steps. Here, I'll provide you with a simplified overview of the design process. Keep in mind that this is a general guide, and it's crucial to consult the latest version of the code and involve a structural engineer for a specific project.

Column interaction curves are graphical representations used in the design of reinforced concrete columns to assess their behavior under combined axial load and bending moments. These curves help engineers visualize the capacity of a column for different combinations of axial load and moments. The interaction curve typically shows the relationship between the axial load and the moment.

Designing for shear in reinforced concrete columns involves ensuring that the column can safely resist the applied shear forces.

Indian Standard 456:2000 is the Indian Standard Code of Practice for the design and construction of reinforced concrete structures. It provides guidelines and procedures for the design and construction of reinforced concrete buildings and structures in India. The full title of the code is "Code of Practice for Plain and Reinforced Concrete."

Who this course is for:

  • Civil/Structural Engineers
  • Civil Engineering Students

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