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IS 8640 : 1977Recommendations for dimensional parameters for industrial building

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ISO 21791-1 · AISC Design Guide 7, 2nd Ed.
CurrentSpecializedGuidelinesBIMStructural Engineering · Structural Engineering and Structural Sections
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OverviewValues6InternationalTablesFAQ4Related

IS 8640:1977 is the Indian Standard (BIS) for recommendations for dimensional parameters for industrial building. This standard provides recommendations for the dimensional parameters of single-storey industrial buildings to promote modular coordination and economy. It suggests preferred spans, bay spacings, and heights for structural frames, facilitating the use of standard components and simplifying design and construction.

Recommendations for dimensional parameters for industrial building

Overview

Status
Current
Usage level
Specialized
Domain
Structural Engineering — Structural Engineering and Structural Sections
Type
Guidelines
International equivalents
ISO 21791-1:2013 · International Organization for Standardization (International)AISC Design Guide 7, 2nd Ed. · American Institute of Steel Construction (USA)
Typically used with
IS 800IS 456
Also on InfraLens for IS 8640
6Key values3Tables4FAQs

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

Practical Notes
! These dimensions are recommendations, not mandatory rules. Deviations are permissible to meet specific functional, operational, or economic requirements.
! Adhering to these standard dimensions can significantly simplify the design and procurement of Pre-Engineered Buildings (PEB).
! The building height is often governed by crane operational requirements (hook height, gantry dimensions). Always coordinate with crane data (as per IS 807) early in the design process.
Frequently referenced clauses
Cl. 3Dimensional Co-ordinationCl. 4.1SpansCl. 4.2Spacing of Columns in Longitudinal Direction (Bay Spacing)Cl. 4.3HeightsCl. 4.4Crane DataCl. 5Location of Bracing
Pulled from IS 8640:1977. Browse the full clause & table index below in Tables & Referenced Sections.
steelconcretemasonry

International Equivalents

Similar International Standards
ISO 21791-1:2013International Organization for Standardization (International)
MediumCurrent
Building construction — Modular coordination — Part 1: General principles
Provides the general principles of modular coordination that form the theoretical basis for IS 8640.
AISC Design Guide 7, 2nd Ed.American Institute of Steel Construction (USA)
LowCurrent
Industrial Building Design
Covers the design of industrial buildings but is based on economic and structural optimization rather than a strict modular system.
BS 6750:1986British Standards Institution (UK)
HighWithdrawn
Specification for modular co-ordination in building
A direct contemporary counterpart, establishing a comprehensive modular coordination system for all building types.
ISO 1006:1983International Organization for Standardization (International)
HighWithdrawn
Building construction — Modular coordination — Basic module
Defines the fundamental 100 mm basic module (M) which is the cornerstone of IS 8640.
Key Differences
≠IS 8640 is strictly prescriptive, recommending specific dimensions (e.g., spans of 12m, 15m, 18m). Modern international guides, like AISC DG7, are performance-based, with dimensions driven by structural economy and functional requirements rather than a modular grid.
≠The Indian standard is based entirely on the 100 mm metric module. North American practices (AISC) are predominantly based on US customary units (feet, inches), leading to different standard component sizes and typical bay spacings.
≠IS 8640 is a standalone dimensional standard. In modern international practice, dimensional guidance is often integrated within broader design guides (like AISC DG7) or is a principle-based framework (like ISO 21791) rather than a specific set of recommendations for one building type.
≠The crane clearance and dimensional parameters in the 1977 IS code reflect the technology and equipment sizes of that era. Modern standards and guides account for larger and more varied material handling systems and longer, more efficient structural spans.
Key Similarities
≈All standards share the fundamental goal of dimensional standardization to simplify design, fabrication, and erection, ultimately aiming to reduce project cost and duration.
≈The concept of using a structural planning grid for laying out columns is a universal principle found in IS 8640 and all international practices for industrial buildings.
≈Both IS 8640 and international counterparts identify the same critical parameters for standardization: column spacing (span and bay), clear height under the roof structure, and clearances for cranes and other equipment.
≈The 100 mm 'basic module' (M) used in IS 8640 is identical to the one defined in the foundational and globally influential ISO 1006:1983, showing a shared heritage in modular coordination principles.
Parameter Comparison
ParameterIS ValueInternationalSource
Basic Module (M)100 mm100 mmISO 1006:1983
Primary Horizontal Multimodule300 mm (3M)300 mm (3M)ISO 1040:1983
Vertical Dimensioning IncrementIncrements of 600 mm (6M) for clear heights100 mm (M) is the basic increment, with 300mm (3M) and 600mm (6M) as preferred multimodules for storey/room heightsISO 6512:1982
Typical Column Spacing (Bay Length)Preferred 6.0 m; others 7.5 m, 9.0 m, 12.0 m25 ft to 30 ft (approx. 7.6 m to 9.1 m) is typical, based on purlin economyAISC Design Guide 7
Typical Column Spacing (Span/Width)Recommended in 3.0 m increments: 18 m, 21 m, 24 m, 30 m60 ft to 100 ft (approx. 18 m to 30 m) is common, based on function and truss economy, not a strict moduleAISC Design Guide 7
Vertical Clearance (Top of Crane to Roof)150 mm to 500 mm depending on roof typeMinimum 6 inches (152 mm)AISC Design Guide 7
Horizontal Clearance (Crane to Column)600 mm or 750 mm (runway gauge to column C/L)Minimum 1 ft (305 mm) from crane to face of column is good practiceAISC Design Guide 7
⚠ Verify details from original standards before use

Key Values6

Quick Reference Values
Recommended Spans12 m, 15 m, 18 m, 21 m, 24 m, 27 m and 30 m
Recommended Bay Spacing6 m, 8 m, 10 m and 12 m
Basic Planning Module (M)100 mm
Horizontal Multimodule3 M (300 mm)
Vertical Multimodule2 M (200 mm) up to 6m height, 6 M (600 mm) above 6m height
Recommended Clear Height Increment0.6 m

Tables & Referenced Sections

Key Tables
Table 1 - Recommended Spans
Table 2 - Recommended Spacing of Columns in Longitudinal Direction (Bays)
Table 3 - Recommended Clear Heights for Buildings
Key Clauses
Clause 3 - Dimensional Co-ordination
Clause 4.1 - Spans
Clause 4.2 - Spacing of Columns in Longitudinal Direction (Bay Spacing)
Clause 4.3 - Heights
Clause 4.4 - Crane Data
Clause 5 - Location of Bracing

Related Resources on InfraLens

Cross-Referenced Codes
IS 800:2007General Construction in Steel - Code of Pract...
→
IS 456:2000Plain and Reinforced Concrete - Code of Pract...
→

Frequently Asked Questions4

What are the standard bay spacings recommended by IS 8640?+
The code recommends bay spacings of 6 m, 8 m, 10 m, and 12 m. (Clause 4.2, Table 2)
Are the dimensions in this code mandatory for industrial building design?+
No, they are recommendations intended to achieve standardization and economy. Deviations are permitted based on project-specific needs. (Clause 1.2)
What are the recommended truss or portal frame spans?+
For spans up to 30 m, the code recommends spans in multiples of 3 m, e.g., 12 m, 15 m, 18 m, 21 m, 24 m, 27 m, and 30 m. (Clause 4.1, Table 1)
How is the height of the building determined according to this code?+
The code recommends clear heights in increments of 0.6 m. The final height is determined by functional requirements, particularly crane operation. (Clause 4.3)

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