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IS 15993 : 2013Code of Practice for Design of Accessible Built Environment

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2010 ADA Standards for Accessible Design · BS 8300-1 · ISO 21542
CurrentSpecializedGuidelinesBIMStructural Engineering · Swimming Pools and Sports Facilities
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OverviewValues6InternationalTablesFAQ4Related

IS 15993:2013 is the Indian Standard (BIS) for design of accessible built environment. This standard provides guidelines for the seismic evaluation of existing reinforced concrete buildings to assess their expected performance in future earthquakes. It outlines procedures for data collection, structural analysis (linear and non-linear methods), and determining deficiencies, forming a basis for deciding if seismic strengthening is required.

Provides guidelines for designing built environments to be accessible to persons with disabilities.

Overview

Status
Current
Usage level
Specialized
Domain
Structural Engineering — Swimming Pools and Sports Facilities
Type
Guidelines
International equivalents
2010 ADA Standards for Accessible Design · U.S. Access Board / Department of Justice, USABS 8300-1:2018 & BS 8300-2:2018 · BSI (British Standards Institution), UKISO 21542:2021 · ISO (International Organization for Standardization), InternationalAS 1428.1-2009 · Standards Australia, Australia
Typically used with
IS 456IS 13920
Also on InfraLens for IS 15993
6Key values2Tables4FAQs

BIM-relevant code. See the BIM Hub for ISO 19650, IFC, and LOD/LOIN frameworks used alongside it.

Practical Notes
! This is a guideline for assessing 'as-is' structures, not a design code for new buildings. Its core is performance-based engineering.
! Non-linear Static Pushover Analysis is the primary recommended procedure for evaluation, which requires specialized software (like ETABS, SAP2000) and expertise.
! Accurate assessment of existing material properties through Non-Destructive Testing (NDT) and core tests is critical for a reliable evaluation outcome.
Frequently referenced clauses
Cl. 4Performance Levels and Seismic HazardCl. 6Evaluation ProcedureCl. 7Assessment of ComponentsCl. 8Conceptual Approach for Seismic StrengtheningCl. 9Strengthening of Members and SystemsAnnex A - Damageability Assessment
Pulled from IS 15993:2013. Browse the full clause & table index below in Tables & Referenced Sections.
reinforced concretesteelepoxyFRP compositesconcrete jacketing

International Equivalents

Similar International Standards
2010 ADA Standards for Accessible DesignU.S. Access Board / Department of Justice, USA
HighCurrent
2010 ADA Standards for Accessible Design
Comprehensive design requirements for accessibility in public accommodations and commercial facilities, similar to the scope of IS 15993.
BS 8300-1:2018 & BS 8300-2:2018BSI (British Standards Institution), UK
HighCurrent
Design of an accessible and inclusive built environment – Part 1: External environment – Code of practice; Part 2: Buildings – Code of practice
Provides recommendations for the design and construction of new buildings and adaptation of existing ones for an accessible and inclusive environment.
ISO 21542:2021ISO (International Organization for Standardization), International
HighCurrent
Building construction — Accessibility and usability of the built environment — Means of providing accessibility to persons with disabilities
Specifies requirements and recommendations for accessibility and usability to the built environment for all people, particularly persons with disabilities globally.
AS 1428.1-2009Standards Australia, Australia
MediumCurrent
Design for access and mobility - Part 1: General requirements for access - New building work
Sets out minimum requirements for new building work to provide access for people with disabilities, focusing on general access elements.
Key Differences
≠While IS 15993 focuses primarily on minimum requirements for persons with disabilities, international standards like BS 8300 and ISO 21542 increasingly adopt a broader 'universal design' approach, aiming for environments usable by all people, regardless of age, size, or ability.
≠Specific dimensional requirements for certain elements, such as maximum ramp gradients and minimum clear widths for doorways, can vary. IS 15993 often has slightly different values compared to ADA or BS 8300.
≠The prescriptive detail for tactile ground surface indicators (TGSI) varies. While IS 15993 specifies guidance and warning strips, the exact dimensions, patterns, and placement depth can differ from standards like BS 8300 or ADA which have more specific requirements for blister or truncated dome sizes and depths.
≠Accessible toilet layouts and fixture clearances show variations, particularly regarding the exact placement of grab bars, toilet paper dispensers, and washbasins relative to the toilet, to optimize maneuverability.
≠Requirements for signage, including font size, contrast ratios, mounting height, and the inclusion of Braille or tactile characters, often have distinct specifications between IS 15993 and international counterparts like ADA.
Key Similarities
≈All standards share the fundamental objective of ensuring that the built environment is accessible and usable by persons with various disabilities, promoting inclusion and equal participation.
≈They cover similar categories of built environment elements, including but not limited to, access routes, ramps, staircases, doorways, lifts, sanitary facilities, parking, and signage.
≈There is a common emphasis on safety, incorporating features such as non-slip surfaces, appropriate lighting, clear pathways, and robust handrails to prevent accidents and facilitate safe movement.
≈All standards address the needs of individuals with mobility impairments (e.g., wheelchair users), visual impairments (e.g., through tactile indicators and high contrast), and hearing impairments (e.g., through visual alarms).
≈The principle of providing minimum clear dimensions for circulation spaces, turning radii, and functional areas within accessible spaces is consistently applied across all codes.
Parameter Comparison
ParameterIS ValueInternationalSource
Ramp Maximum Gradient1:121:122010 ADA Standards for Accessible Design
Accessible Toilet Clear Turning Circle1500 mm diameter1500 mm diameterISO 21542:2021
Minimum Clear Doorway Width900 mm815 mm (32 inches)2010 ADA Standards for Accessible Design
Handrail Height (Top Rail at ramp/stair)800 mm - 900 mm865 mm - 965 mm (34-38 inches)2010 ADA Standards for Accessible Design
Tactile Warning Strip Depth (at top/bottom of stairs/ramps)At least 300 mm from edge (blister type recommended)400 mm - 800 mm deep (blister surface)BS 8300-2:2018
⚠ Verify details from original standards before use

Key Values6

Quick Reference Values
Seismic Demand for Evaluation (MCE)2 times the Zone Factor (Z) from IS 1893
Immediate Occupancy (IO) drift limit (general)~1% story drift
Life Safety (LS) drift limit (general)~2% story drift
Collapse Prevention (CP) drift limit (general)~4% story drift
Knowledge Factor (k) for good knowledge1.0
Knowledge Factor (k) for normal knowledge0.75
Key Formulas
Capacity Spectrum Method (CSM): Graphical procedure to compare seismic capacity (pushover curve) with seismic demand (response spectrum).

Tables & Referenced Sections

Key Tables
Table 1 - Building Performance Levels for Different Seismic Intensities
Table 2 - Performance Levels of Elements
Key Clauses
Clause 4 - Performance Levels and Seismic Hazard
Clause 6 - Evaluation Procedure
Clause 7 - Assessment of Components
Clause 8 - Conceptual Approach for Seismic Strengthening
Clause 9 - Strengthening of Members and Systems
Annex A - Damageability Assessment

Related Resources on InfraLens

Cross-Referenced Codes
IS 456:2000Plain and Reinforced Concrete - Code of Pract...
→
IS 13920:2016Ductile Design and Detailing of Reinforced Co...
→

Frequently Asked Questions4

What is the main purpose of IS 15993?+
To evaluate the seismic performance of existing RC buildings and provide guidelines for strengthening them, not for designing new buildings.
Does this code mandate strengthening all old buildings?+
No, it is a guideline. It helps engineers assess the seismic risk and decide if and how to strengthen a building based on its importance and performance objectives.
What analysis method is recommended for detailed evaluation?+
The Non-linear Static Procedure (Pushover Analysis) is the primary method recommended for a comprehensive evaluation (Clause 6.4).
What are the key performance levels defined in the code?+
The main structural performance levels are Immediate Occupancy (IO), Life Safety (LS), and Collapse Prevention (CP) (Clause 4.1).

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