Reinforcement detailing of Columns from ETABS output

Reinforcement detailing of columns in Etabs

1.) Reinforcement detailing of columns in Etabs 2018.

The ETABS file for a G+4 building is provided. Run the analysis and design the RCC Moment Resisting Frame. The following challenge deals specifically with two columns at the following grid intersections.

1. 3A
2. 3B

AIM:- To Analysis and Design the RCC Moment Resisting Frame of G+4 Building using Etabs Software.

Introduction:- In this, we are Analysis and Designing the RCC Moment Resisting Frame of G+4 Building using Etabs Software Provided etabs file.

In this, we are Dealing specifically with two columns at the following grid intersections.

1. 3A
2. 3B

Procedure:-

• First, open the Etabs File
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• Then goto to terrace floor plan > run analysis > then goto concrete frame design
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• Select Cloumn 3A and 3B > then right click and select show selected objects only
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Gride -3A

Longitudinal Reinforcement Requirement(mm^2)

Shear Reinforcement Requirement(cm^2/m)

Gride -3B

Longitudinal Reinforcement Requirement(mm^2)

Shear Reinforcement Requirement(cm^2/m)

Elevation of Column

Provide details of longitudinal reinforcement for the two columns, from foundation to terrace level. Sketch the column cross-sectional & elevation details or draft it using AutoCAD software.

Show shear reinforcement & lapping details as per the special confining reinforcement provision of clause 8.1 of IS 13920 - 2016.

Aim:- To Design the details of longitudinal reinforcement for columns using AutoCAD Software.

Introduction:- Design and sketch the Detailing of the column using AutoCAD and Show shear reinforcement & lapping details as per the special confining reinforcement provision of clause 8.1 of IS 13920 - 2016.

Using Reference

Procedure:-

Column -3A/Column -3B

• Designing the longitudinal Reinforcement and Shear Reinforcement
• As we see 7027mm. sq and 5046mm. sq and 720mm^sq/m (in shear requirement) is the maximum required reinforcement so we design our main reinforcement and Rebar reinforcement as per this value
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Sketching the detailing of the column in AutoCAD

Column-3B

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Column-3A

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Result:-

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