IS 16341992AI Search Enabled✦ AI Generated

Code of practice for design and construction of wood stairs for houses

IS 1634:1992 provides comprehensive guidelines for the design and construction of wooden stairs in residential buildings in India. It specifies requirements for materials, dimensions, structural details, and safety features to ensure durability, comfort, and compliance with national building codes. This code is essential for architects, engineers, and builders involved in timber stair design and construction.

10Sections
93Clauses Indexed
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1992Edition
Building Construction Practices including Painting Varnishing and Allied FinishingCategory
Alternative search terms: IS 1634 PDF, IS 1634 pdf free download, IS 1634 free download pdf, IS1634 PDF, IS-1634 PDF, IS 1634 1992 PDF, IS 1634:1992 PDF, IS 1634-1992 PDF, IS 1634 (1992) PDF, IS 1634 1992 edition PDF, IS 1634 edition 1992 PDF

What This Standard Covers

IS 1634:1992 provides comprehensive guidelines for the design and construction of wooden stairs in residential buildings in India. It specifies requirements for materials, dimensions, structural details, and safety features to ensure durability, comfort, and compliance with national building codes. This code is essential for architects, engineers, and builders involved in timber stair design and construction.

Who Uses This Standard

  • Structural Engineers
  • Architects
  • Civil Engineers
  • Building Contractors
  • Carpenters and Joiners
  • Interior Designers
  • Building Inspectors

Key Topics Covered

Timber species and material specifications
Dimensions of treads, risers, and strings
Design of handrails and newels
Structural support including carriage bearers and glue blocks
Construction details for bull-nosed and shaped steps
Pitch angle and flight design
Landing design and dimensions
Fire safety provisions for wooden stairs
Joining methods and preservation treatments
Headroom and clearance requirements
Use of plywood and BWR quality standards
Fixing and fastening specifications

Table of Contents

1Scope

IS 1634: Scope & Key Specifications Summary

Scope:
IS 1634 covers specifications related to timber staircases, including materials, design, finishing, and testing.


Key Formulas (Clause 5.3.4 - Stair Dimensions)

  • Rise (R) and Going (G) of stairs must satisfy:

    [ 530 \text{ mm} \leq 2R + G \leq 630 \text{ mm} ]

    [ 40,000 \text{ mm}^2 \leq R \times G \leq 50,000 \text{ mm}^2 ]

Where:

  • R = Rise (height of one step)
  • G = Going (depth of one step)

Finishing (Clause 7.1)

  • Staircases may be polished or painted as per IS 2338 (Parts 1 & 2).

Referenced Indian Standards (Annex A)

IS No.Title
IS 883:1992Design of Structural Timber
IS 2338 (Part 1 & 2):1967Finishing of Wood Materials
IS 1642:1989Fire Safety of Buildings - Construction Details

Notes on Compliance & Rounding (IS 2:1960)

  • Final values in tests or calculations must be rounded per IS 2:1960 rules, retaining the same significant figures as specified.

flowchart LR
    A[Start: Stair Design] --> B[Select Rise (R) & Going (G)]
    B --> C{Check Empirical Rules}
    C -->|2R+G between 530-630 mm| D[Pass]
    C -->|R×G between 40,000-50,000 mm²| D
    C -->|Outside limits| E[Revise R & G]
    D --> F[Apply Finishing per IS 2338]
    F --> G[Compliance Check & Rounding]
    G --> H[Final Staircase Design]

Summary: IS 1634 sets empirical rules for stair dimensions, finishing standards, and references key timber and fire safety codes to ensure safe, durable timber staircases.

2References

IS 1634 - References Summary

Key Points:

  • Clause 3.0 defines terms with explanatory figures (Fig. 1 & 2).
  • Clause 7.1: Staircases may be finished by polishing or painting as per IS 2338 (Part 1 & 2): 1967.
  • Annex A lists referred Indian Standards essential for design, materials, finishing, and fire safety related to timber and wood products.

Important Referenced IS Codes

IS No.Title
303 : 1989Specification for plywood for general purposes
883 : 1992Code of practice for design of structural timber in building
399 : 1963Classification of commercial timbers and zonal distribution
1642 : 1989Fire safety of buildings: Details of construction
451 : 1972Technical supply conditions for wood screws
875 (Part 1 & 2) : 1987Design loads for buildings (Dead and Imposed loads)
2338 (Part 1 & 2) : 1967Finishing of wood and wood-based materials
3670 : 1966Construction of timber floors
5389 : 1969Laying of hardwood parquet and wood block floors

Notes on Usage

  • Rounding off values: Follow IS 2:1960 for numerical rounding.
  • Quality assurance: Products marked with BIS Standard Mark comply with these standards under BIS supervision.
  • Periodic revision: Users should ensure they have the latest version/amendments.

Visual: Reference Framework Overview

graph LR
A[IS 1634] --> B(Design & Material Specs)
A --> C(Finishing & Fire Safety)
A --> D(Load Specifications)
B --> IS303[Plywood Spec]
B --> IS883[Structural Timber Design]
C --> IS2338[Wood Finishing]
C --> IS1642[Fire Safety Details]
D --> IS875[Design Loads]
D --> IS451[Wood Screws]

This framework ensures comprehensive design, material selection, finishing, and safety compliance for timber staircases as per IS 1634.

3Definitions

IS 1634 - Definitions & Key Specifications

Clause 3.0 - Definitions:
Defines terms used in the standard, supported by Figures 1 & 2 (not provided here).


Important Formulas (Clause 5.3.4):

For staircase dimensions:

  • Going (G) and Rise (R) must satisfy:

[ 2R + G = 530 \text{ to } 630 \text{ mm} ]

[ R \times G = 40,000 \text{ to } 50,000 \text{ mm}^2 ]

Where:

  • R = Rise (height of one step)
  • G = Going (depth of one step)

Rounding Off (IS 2:1960):

  • Final values from tests or calculations should be rounded to the same number of significant digits as the specified values.

Finishing (Clause 7.1):

  • Staircases may be polished or painted as per IS 2338 (Part 1 & 2): 1967.

Referenced IS Codes (Annex A):

  • IS 303: Plywood specs
  • IS 883: Structural timber design
  • IS 1642, 1643: Fire safety
  • IS 2338: Finishing wood materials
  • IS 875: Design loads
  • IS 3670: Timber floors

flowchart LR
    A[Staircase Step] --> B(Rise, R)
    A --> C(Going, G)
    B & C --> D[Check: 2R + G = 530-630 mm]
    B & C --> E[Check: R × G = 40,000-50,000 mm²]

Summary: IS 1634 defines stair terms, sets empirical rules for rise and going, and references finishing and timber standards for compliance and quality.

4Materials

IS 1634 - Materials: Key References and Specifications

The code primarily references Indian Standards related to materials used in staircases, especially wood and wood-based materials:

Key Referenced IS Codes for Materials

IS No.Title
303 : 1989Specification for plywood for general purposes
883 : 1992Code of practice for design of structural timber in building
399 : 1963Classification of commercial timbers and their zonal distribution
451 : 1972Technical supply conditions for wood screws
2338 (Part 1 & 2) : 1967Code of practice for finishing of wood and wood-based materials
1642 : 1989Fire safety of buildings: Details of construction
1643 : 1988Fire safety of buildings: Exposure hazards

Important Notes:

  • Clause 7.1: Staircases may be polished or painted as per IS 2338 (Part 1 & 2).
  • Material properties, classification, and finishing details are governed by the above IS codes.
  • Use IS 883 for structural timber design parameters like strength, modulus of elasticity, and permissible stresses.
  • For plywood, refer to IS 303 for quality and grade specifications.
  • Fire safety considerations are covered under IS 1642 and IS 1643.

Empirical Stair Dimensions (Clause 5.3.4)

  • ( 2R + G = 530 \text{ to } 630 , \text{mm} )
  • ( R \times G = 40,000 \text{ to } 50,000 , \text{mm}^2 )

Where:

  • R = Rise (mm)
  • G = Going (mm)

Summary Table: Material Standards for Staircase Components

ComponentIS CodeKey Specification
PlywoodIS 303:1989Quality grades for general use
Structural TimberIS 883:1992Design stresses and durability
Wood ScrewsIS 451:1972Supply and mechanical properties
FinishingIS 2338:1967Polishing and painting methods
Fire SafetyIS 164
5General Dimensions and Arrangement

IS 1634: General Dimensions and Arrangement for Wood Stairs

Key Formulas (Clause 5.3.4):

  • Empirical Rule for Rise (R) and Going (G):

    [ 530 \text{ mm} \leq 2R + G \leq 630 \text{ mm} ]

    [ 40,000 \text{ mm}^2 \leq R \times G \leq 50,000 \text{ mm}^2 ]

    Where:

    • R = Rise (height of one step)
    • G = Going (depth of one step)

Specifications:

  • Plywood Quality: Must be BWR (Boiling Water Resistant) as per IS 303:1989 (Clause 4.2).
  • Arrangement: Refer to Figures 1 & 2 (not provided here) for typical stair layout.
  • Additional Details: Clause 6.2.1 refers to Clause 6.3 for further detailing (e.g., handrails, treads).

Summary Table for Rise and Going:

ParameterMinimumMaximum
(2R + G) (mm)530630
(R \times G) (mm²)40,00050,000

flowchart LR
    A[Rise (R)] --> B[Calculate 2R + G]
    C[Going (G)] --> B
    B --> D{Is 530 ≤ 2R+G ≤ 630?}
    A --> E[Calculate R × G]
    C --> E
    E --> F{Is 40,000 ≤ R×G ≤ 50,000?}
    D --> G[If Yes, Dimensions OK]
    F --> G
    D --> H[If No, Adjust R and G]
    F --> H

This ensures comfortable and safe stair dimensions as per IS 1634.

6Design and Construction

IS 1634: Design and Construction of Wood Stairs for Houses - Key Points

While IS 1634 itself does not provide detailed formulas or tables, it references several key IS codes for design, loads, and finishing:

Referenced Codes for Design & Construction:

  • IS 875 (Part 1 & 2): Design loads for buildings (Dead and Imposed loads)
  • IS 883: Code of practice for design of structural timber in buildings
  • IS 2338 (Part 1 & 2): Finishing of wood and wood-based materials
  • IS 3670: Construction of timber floors
  • IS 1642 & IS 1643: Fire safety of buildings (construction and exposure hazards)

Important Specifications:

  • Stair finishing: Polishing or painting as per IS 2338.
  • Load considerations: Use IS 875 for dead and imposed loads on stairs.
  • Timber selection: Refer IS 399 for timber classification and IS 883 for structural design.
  • Fasteners: Use wood screws as per IS 451.

Basic Design Formula for Timber Stairs (from IS 883 principles):

  • Bending Stress, σ = M / Z
    • M = Maximum moment = (w × l²) / 8 (for uniformly distributed load w over span l)
    • Z = Section modulus of timber beam

Typical Stair Dimensions (general practice):

ParameterDimension (mm)
Riser height150 - 180
Tread width250 - 300
Minimum headroom2000 (clear)
flowchart TD
    A[Load on Stair] --> B[Calculate Moment M = (w*l²)/8]
    B --> C[Calculate Section Modulus Z]
    C --> D[Compute Bending Stress σ = M/Z]
    D --> E[Check against Permissible Stress from IS 883]

Summary: Use IS 1634 as a guide along with IS 875 for loads, IS 883 for timber design, and IS 2338 for finishing. Follow recommended dimensions and verify stresses using bending formulas per timber design codes.

7Special Construction Features

IS 1634 Special Construction Features – Key Points

  • Fire Safety for Wood Stairs: Must comply with IS 1642:1989 (Details of Construction) and IS 1643:1988 (Exposure Hazards).
  • Finishing: Wood stairs should be polished or painted per IS 2338 (Part 1 & 2):1967.
  • Referenced Standards for materials & design:
    • IS 303:1989 — Plywood specifications.
    • IS 883:1992 — Structural timber design.
    • IS 451:1972 — Wood screws.
    • IS 875 (Part 1 & 2):1987 — Design loads (dead & imposed).
    • IS 3670:1966 — Timber floor construction.
    • IS 5389:1969 — Hardwood parquet & wood block floors.

Fire Safety Construction (IS 1642/1643):

  • Use fire-retardant treatments.
  • Provide non-combustible nosings.
  • Ensure stair enclosures resist fire for specified durations.

Typical Load Considerations (IS 875):

Load TypeValue (kN/m²)
Dead LoadAs per material weight
Imposed Load (stairs)3.0 to 4.0 (typical for public buildings)

Summary Diagram of Wood Stair Special Features

graph TD
  A[Wood Stair Construction] --> B[Fire Safety: IS 1642, 1643]
  A --> C[Finishing: IS 2338]
  A --> D[Material Specs: IS 303, IS 883]
  A --> E[Load Design: IS 875]
  B --> F[Fire-retardant treatment]
  B --> G[Fire-resistant enclosures]
  C --> H[Polishing/Painting]

Note: For detailed design and construction, refer directly to the above IS codes.

8Fire Safety Requirements

Fire Safety Requirements in IS 1634 (Wooden Stairs)

Key References:

  • Fire safety features for wood stairs must comply with:
    • IS 1642:1989 — Code of practice for fire safety of buildings (Details of construction)
    • IS 1643:1988 — Code of practice for fire safety of buildings (Exposure hazards)

Key Specifications:

  • Handrails and Balustrades (Clause 6.7):
    • Handrails minimum top width: 100 mm
    • Provide wreath/curve at flight direction changes for safety.
    • Balustrades or filling must occupy space between handrail and string.
    • Handrails fixed rigidly to the wall on the wall side; no balustrades fixed to wall-side handrail.

Finishing (Clause 7.1):

  • Stairs may be polished or painted as per IS 2338 (Part 1 & 2): 1967 for wood finishing.

Summary Table for Fire Safety Construction (from IS 1642 & IS 1643)

FeatureSpecification
Fire-resistant treatmentUse fire retardant coatings
Material classificationUse commercial timbers per IS 399
Construction detailsFollow fire separation and exposure limits
Handrail width≥ 100 mm
FinishingPolished/painted as per IS 2338

Additional Notes:

  • Fire safety in timber stairs includes using fire retardant finishes and ensuring proper detailing to prevent fire spread.
  • Refer to IS 1642 & IS 1643 for detailed fire resistance ratings and exposure hazard classifications.
flowchart TD
    A[Wooden Stair Construction] --> B[Fire Safety Compliance]
    B --> C[IS 1642:1989 - Construction Details]
    B --> D[IS 1643:1988 - Exposure Hazards]
    A --> E[Handrails & Balustrades]
    E --> F[Min Width 100 mm]
    E --> G[Wreath/Curve at Direction Changes]
    E --> H[Balustrades/Filling between Handrail & String]
    A --> I[Finishing]
    I --> J[Polish/Paint per IS 2338]

For detailed fire safety design, always consult

9Testing and Compliance

IS 1634: Testing and Compliance Key Points

Rounding Off Test Results (Clause None):

  • Final test/analysis values must be rounded per IS 2:1960 rules.
  • Retain the same number of significant digits as specified in IS 1634.

Finishing (Clause 7.1):

  • Staircases may be polished or painted as per IS 2338 (Part 1 & 2): 1967 (Wood finishing standards).

Referenced Standards for Testing & Compliance:

IS No.Title
303:1989Specification for plywood for general purposes
883:1992Code of practice for design of structural timber
451:1972Technical supply conditions for wood screws
875 (Part 1 & 2):1987Code of practice for design loads (dead and imposed)
2338 (Part 1 & 2):1967Code of practice for finishing of wood
5389:1969Code of practice for laying hardwood parquet & wood block floors

Empirical Staircase Dimensions (Clause 5.3.4):

  • 2R + G = 530 to 630 mm
  • R × G = 40,000 to 50,000 mm³
    Where:
  • R = Rise (mm)
  • G = Going (mm)

Summary Diagram: Staircase Dimension Compliance

graph LR
A[Rise (R)] --> B[Calculate 2R + G]
C[Going (G)] --> B
B --> D{530 ≤ 2R+G ≤ 630 mm?}
A --> E[Calculate R × G]
C --> E
E --> F{40,000 ≤ R×G ≤ 50,000 mm³?}
D --> G{Compliant?}
F --> G
G -->|Yes| H[Dimension OK]
G -->|No| I[Adjust R or G]

Note: For detailed testing procedures, quality control, and certification, refer to BIS licensing and inspection systems under the Bureau of Indian Standards Act, 1986.

10Annexures and Figures

IS 1634 Annexures & Figures Summary

  • Annex A lists referred Indian Standards crucial for timber staircases, including:

    • IS 303: Plywood specs
    • IS 883: Structural timber design
    • IS 2338 (Part 1 & 2): Wood finishing practices
    • IS 875 (Part 1 & 2): Design loads (dead & imposed)
    • IS 1642 & 1643: Fire safety codes
    • IS 451: Wood screws supply conditions
  • Clause 7.1: Staircases should be polished or painted per IS 2338 Parts 1 & 2.

  • Rounding off values: Use IS 2:1960 rules for numerical rounding in tests/calculations.


Key Specifications & Usage

AspectReference IS CodeNotes
Timber DesignIS 883:1992Structural design parameters
FinishingIS 2338 (Part 1 & 2): 1967Operations & workmanship for finishes
Load CalculationsIS 875 (Part 1 & 2): 1987Dead & imposed load values
Fire SafetyIS 1642 & 1643Construction details & exposure hazards
Plywood SpecificationIS 303:1989Material quality and grading

Practical Note on Finishing (Clause 7.1)

  • Use polishing or painting as per IS 2338 to protect and enhance timber stairs.

Rounding Off Rule (IS 2:1960)

  • Round final test/calculation results to the same decimal places as specified values for consistency.

flowchart LR
    A[IS 1634 Standard] --> B[Annex A: Referred IS Codes]
    B --> C[Timber Design (IS 883)]
    B --> D[Finishing (IS 2338)]
    B --> E[Load Design (IS 875)]
    B --> F[Fire Safety (IS 1642, 1643)]
    B --> G[Plywood Spec (IS 303)]
    A --> H[Clause 7.1: Finishing]
    A --> I[Rounding off (

Popular Questions About IS 1634

?What timber species are recommended for constructing wooden stairs under IS 1634?

Recommended Timber Species for Wooden Stairs (IS 1634:1992)

  • Timber species must be suitable for construction, as per IS 399:1963.
  • For treads, timber should have a minimum density of 600 kg/m³ (IS 399:1963) to ensure durability and strength.
  • Timber must be treated according to IS 883:1992 for preservation and protection.
  • Typical species in IS 399 suitable for construction include:
    • Teak
    • Sal (Shorea robusta)
    • Deodar
    • Shisham (Dalbergia sissoo)
    • Mahogany

Key points:

ParameterRequirement
Minimum density≥ 600 kg/m³ for treads
Treatment standardAs per IS 883:1992
Fire safetyFollow IS 1642:1989 & IS 1643:1988

This ensures stairs are strong, durable, and safe under typical residential conditions.

Loading diagram...
?What are the minimum width and height requirements for stair treads and risers?

According to IS 1634:

  • Minimum tread width: 270 mm
  • Nosing projection: 15 mm minimum, not exceeding tread thickness
  • Nosing radius: ≤ 100 mm, rounded for safety
  • Tread thickness: Minimum 32 mm for stairs ≤ 1.2 m wide
  • Riser thickness: Minimum 16 mm for wood, 9 mm for plywood
  • Riser height: Not explicitly stated in the clauses provided but typically between 150 mm to 190 mm for comfort (based on general practice and ergonomic standards)

Additional notes:

  • The front piece of the tread (with the nosing) must be at least 90 mm wide.
  • Treads and risers must be solid timber, joined properly and treated to prevent moisture ingress.

Summary Table:

ParameterMinimum Dimension
Tread width270 mm
Nosing projection15 mm to tread thickness
Nosing radius≤ 100 mm
Tread thickness32 mm
Riser thickness16 mm (wood), 9 mm (ply)
Front tread width90 mm

This ensures structural safety and user comfort as per IS 1634.

?How should handrails and newels be designed and fixed according to this standard?

According to IS 1634 for handrails and newels:

Newels (Clause 6.6)

  • Place a newel at every angular change in handrail direction.
  • Outer newels: minimum cross-sectional area = 6000 mm² (e.g., 60 mm × 100 mm).
  • Wall newels: minimum cross-sectional area = 2500 mm².
  • Steps (treads, risers, winders) must be housed into newels by at least 15 mm depth.
  • Newels must be mortised and draw bored to receive strings, and mortised with dowels to receive handrails.

Handrails and Balustrades (Clause 6.7)

  • Handrails should ensure safety and rigidity.
  • Preferably include wreaths and curves at changes in flight direction.
  • Minimum handrail top width = 100 mm.
  • Space between handrail and string filled with balustrades or suitable filling.
  • Wall-side handrail may be fixed rigidly to the wall at the same level as the outer handrail.
  • No balustrades fixed to the wall-side handrail.

Summary Diagram of Newel & Handrail Fixing

Loading diagram...

This ensures structural integrity and user safety per IS 1634.

?What are the specifications for joints and fasteners in wooden stair construction?

IS 1634 Specifications for Joints and Fasteners in Wooden Stairs:

  • Joints:

    • Treads and strings must be solid timber.
    • If wider than one piece, join with tongued and grooved joints.
    • Other joints like mortice and tenon are allowed.
    • Surfaces in joints prone to crevices must be treated with a preservative or sealed with materials like white lead compound to prevent moisture ingress.
  • Timber Dimensions:

    • Each timber piece: minimum 80 mm wide on finished face.
    • Front tread piece (with nosing): minimum 90 mm wide.
  • Fasteners:

    • Follow IS 883:1992 for design and construction of wooden members, including fasteners.
    • Use corrosion-resistant fasteners compatible with treated timber.
  • Timber Quality:

    • Use species per IS 399:1963 suitable for construction.
    • Treads require timber density ≥ 600 kg/m³.
    • Timber must be treated per IS 883:1992.

This ensures durability, structural integrity, and moisture protection in stair joints and fasteners.

?How does IS 1634 address fire safety in wooden stair design?

IS 1634 addresses fire safety in wooden stair design primarily by referencing other fire-specific IS codes:

  • Clause 6.8 mandates that fire safety features in wooden stairs must conform to:

    • IS 1642:1989 – Code of practice for fire safety of buildings (general fire precautions).
    • IS 1643:1988 – Code of practice for fire safety of buildings (fire resistance of building elements).
  • Structural design of wooden stair members follows IS 883:1992 and load considerations per IS 875 (Parts 1 & 2), but fire resistance is ensured by applying relevant provisions from IS 1642 and IS 1643.

Summary:

  • Fire safety in wooden stairs is not detailed in IS 1634 itself but is ensured by compliance with IS 1642 & IS 1643.
  • This includes fire-resistant materials, protective coatings, and construction detailing to delay ignition and limit fire spread.
Loading diagram...

In practice: Use fire retardant treatments and follow fire-resistance ratings as per IS 1643 for wooden stairs.

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