InfraLensInfraLens
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRRulesAbout Join Channel
Join
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRDesign RulesBIMAbout Join WhatsApp Channel
InfraLensInfraLens
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRRulesAbout Join Channel
Join
IS CodesIRCToolsSORHandbookQA/QCPMCFormatsCPHEEOMapsProjectsDCRDesign RulesBIMAbout Join WhatsApp Channel

IS 4923 : 1968Code of Practice for Woven Wire Fences

PDFGoogleCompareBIS Portal
Link points to Internet Archive / others. Not hosted by InfraLens. Details
International Comparison — Coming Soon
CurrentFrequently UsedSpecificationBIMStructural Engineering · Fencing, Gates and Barriers
PDFGoogleCompareBIS Portal
Link points to Internet Archive / others. Not hosted by InfraLens. Details
OverviewValues6InternationalTablesFAQ3Related

IS 4923:1968 is the Indian Standard (BIS) for woven wire fences. Specification for hot-formed and cold-formed carbon steel square, rectangular, and circular hollow sections intended for structural use, commonly used in structural framing, space frames, and heavy-duty barrier structures.

Lays down recommendations for the erection of woven wire fences, including materials and workmanship.

Overview

Status
Current
Usage level
Frequently Used
Domain
Structural Engineering — Fencing, Gates and Barriers
Type
Specification
Earlier editions
IS 4923:1997
Typically used with
IS 228IS 1608IS 1387
Also on InfraLens for IS 4923
6Key values3Tables3FAQs

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

Practical Notes
! Note: While sometimes grouped under 'Fencing and Gates' due to its common application as structural posts and barrier rails, IS 4923 strictly specifies hollow steel sections (RHS/SHS/CHS).
! Ensure to specify the correct yield stress grade (YSt 210, 240, or 310) during procurement to meet structural design requirements.
! Cold formed sections may require stress relieving depending on the application and extensive welding requirements.
Frequently referenced clauses
Cl. 4DesignationCl. 6TolerancesCl. 8Mechanical PropertiesCl. 9Tests
Pulled from IS 4923:1968. Browse the full clause & table index below in Tables & Referenced Sections.
steelhollow sectionsstructural steelcarbon steel

International Equivalents

🌐
International Comparison — Coming Soon
We're adding equivalent international standards for this code.

Key Values6

Quick Reference Values
Yield Stress (YSt 210)210 MPa
Yield Stress (YSt 240)240 MPa
Yield Stress (YSt 310)310 MPa
Tensile Strength (YSt 310)450 MPa
Maximum Sulphur content0.050 %
Maximum Phosphorus content0.050 %

Tables & Referenced Sections

Key Tables
Table 1 - Chemical Composition
Table 2 - Mechanical Properties
Table 3 - Dimensions and Properties of Square Hollow Sections
Key Clauses
Clause 4 - Designation
Clause 6 - Tolerances
Clause 8 - Mechanical Properties
Clause 9 - Tests

Related Resources on InfraLens

Cross-Referenced Codes
IS 228:2018Methods for Chemical Analysis of Steels
→
IS 1608:2005Mechanical Testing of Metals - Tensile Testin...
→
IS 1387:1993General Requirements for Supply of Metallic M...
→

Frequently Asked Questions3

What are the common structural grades in IS 4923?+
The standard specifies three main grades based on yield stress: YSt 210, YSt 240, and YSt 310.
Are these steel sections suitable for structural welding?+
Yes, they are manufactured with controlled carbon equivalent values to be suitable for welding under standard structural conditions.
What is the standard tolerance on outside dimensions for square sections?+
Typically ±1% of the specified dimension, subject to a minimum of ±0.5 mm.

QA/QC Inspection Templates

📋
QA/QC templates coming soon for this code.
Browse all 300 templates →