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

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