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Comparative Technical Review of IS 456:2000 and IS 456 (Draft-5): Design Philosophy, Durability Governance and Professional Impact

Authors

Dr. Amit Bijon Dutta

Head Civil and Structural’s (IN)

Er. Durgesh Shukla

Manager Civil Mecgale Pneumatics Pvt. Ltd. (IN)

Article Information

DOI: 10.51583/IJLTEMAS.2026.1502000007

Subject Category: Philosophy

Volume/Issue: 15/2 | Page No: 78-99

Publication Timeline

Submitted: 2026-02-25

Published: 2026-02-25

Abstract

The proposed evolution of IS 456 into IS 456 (Draft-5) marks a decisive recalibration of structural concrete philosophy in India. Whereas IS 456:2000 was predominantly strength-oriented within a prescriptive limit-state framework, Draft-5 advances a performance-governed doctrine integrating strength, serviceability control, durability verification, and lifecycle accountability.


This study presents a structured comparative technical review of the two frameworks, examining scope integration, serviceability elevation, exposure-driven durability reasoning, and documentation governance. The analysis indicates a clear migration from tabulated compliance toward engineered performance justification, with measurable implications for detailing density, material specification, and professional workflow.


Draft-5 therefore represents not a routine revision, but a governance transition—shifting Indian structural design from strength sufficiency to accountable, service-life–oriented performance.

Keywords

Structural concrete, codal evolution, performance-based design, durability governance

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References

1. Bureau of Indian Standards (2000). IS 456: Plain and Reinforced Concrete – Code of Practice. New Delhi, India. [Google Scholar] [Crossref]

2. Bureau of Indian Standards (Draft Circulation). IS 456 (Draft-5): Structural Concrete – Code of Practice. New Delhi, India. [Google Scholar] [Crossref]

3. Bureau of Indian Standards (2012). IS 1343: Prestressed Concrete – Code of Practice. New Delhi, India. [Google Scholar] [Crossref]

4. European Committee for Standardization (2004). EN 1992-1-1: Eurocode 2 – Design of Concrete Structures – General Rules and Rules for Buildings. Brussels. [Google Scholar] [Crossref]

5. American Concrete Institute (2019). ACI 318: Building Code Requirements for Structural Concrete. Farmington Hills, MI, USA. [Google Scholar] [Crossref]

6. Fédération Internationale du Béton (fib) (2010). Model Code for Concrete Structures 2010. Lausanne, Switzerland. [Google Scholar] [Crossref]

7. fib Bulletin 34 (2006). Model Code for Service Life Design. Lausanne, Switzerland. [Google Scholar] [Crossref]

8. ISO 15686-1 (2011). Buildings and Constructed Assets – Service Life Planning. International Organization for Standardization. [Google Scholar] [Crossref]

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