IS 802 Part 21978AI Search Enabled✦ AI Generated

Code of Practice for Use of Structural Steel in Overhead Transmission Line Towers, Part 2: Fabrication, Galvanizing,Inspection and Packing

IS 802 Part 2: 1978 provides comprehensive guidelines for the fabrication, galvanizing, inspection, and packing of structural steel used in overhead transmission line towers in India. It is intended for engineers and fabricators involved in the manufacturing and quality assurance of steel components for transmission towers, ensuring adherence to national standards for durability, safety, and structural integrity.

12Sections
146Clauses Indexed
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1978Edition
Structural Engineering and structural sectionsCategory
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What This Standard Covers

IS 802 Part 2: 1978 provides comprehensive guidelines for the fabrication, galvanizing, inspection, and packing of structural steel used in overhead transmission line towers in India. It is intended for engineers and fabricators involved in the manufacturing and quality assurance of steel components for transmission towers, ensuring adherence to national standards for durability, safety, and structural integrity.

Who Uses This Standard

  • Structural Engineers
  • Transmission Line Designers
  • Steel Fabricators
  • Quality Control Inspectors
  • Project Managers in Power Transmission
  • Procurement Specialists
  • Maintenance Engineers

Key Topics Covered

Fabrication processes for structural steel members
Hole specifications and tolerances for bolting
Straightening and bending of steel sections
Shop and erection drawing requirements
Galvanizing standards for members and fasteners
Inspection procedures prior to dispatch
Painting and surface treatment protocols
Packing and handling of fabricated components
Tolerances in fabrication dimensions
Use of bolts and fasteners in assembly
Temporary shop erection for accuracy checks
Marking and identification of steel grades

Table of Contents

1Scope

Scope Summary - IS 802 Part 2

  • Clause 2.2.1: Drawings must detail all design dimensions, including member length, slopes, section sizes, bend/gauge lines, bolt details (diameter, length, number), gusset plate sizes, hole positions, and relative member locations.

  • Clause 10.6: Manufacturer must supply all gauges and templates required for inspection.

  • Clause 5.4 & Table 1 (Bolt Spacing & Edge Distance):

Bolt Diameter (mm)Hole Diameter (mm)Min Bolt Spacing (mm)Edge Distance to Rolled/Sawn Edge (mm)Edge Distance to Sheared/Flame Cut Edge (mm)
1213.5321620
1617.5402023
2021.5482528
  • Clause 5.9: Bolt gauge distances in angle flanges should follow Table XXXI of SP:6(1)-1969.

Key Points:

  • Ensure minimum bolt spacing and edge distances as per Table 1.
  • Provide complete detailed drawings for fabrication and inspection.
  • Use standard gauges/templates supplied by the manufacturer for quality control.
flowchart TD
    A[Design Drawings] --> B[Include all dimensions & bolt details]
    B --> C[Manufacturing]
    C --> D[Supply gauges/templates]
    D --> E[Inspection]
    E --> F[Verify bolt spacing & edge distances per Table 1]

This ensures compliance with IS 802 Part 2 for steel structure fabrication and inspection.

2Plan and Drawing

IS 802 Part 2: Plan and Drawing Key Points

  • Complete Design Dimensions (Clause 2.2.1):

    • Member length, section sizes, slope factors/triangles
    • Bend lines, gauge lines, hole positions
    • Diameter, length, number of bolts, washers, spacers
    • Gusset plate sizes and relative member locations
  • Standards for Drawings (Clause 2.1):

    • Follow IS 696-1972 (General arrangement and details of steel structures)
    • Follow IS 962-1967 (Technical drawings - conventions)
  • Shop Drawings (Clause 2.3):

    • Must include:
      • Member sizes, lengths, and marks
      • Hole positions, gauge and bend lines
      • Edge distances, clipping, notching details

Typical Drawing Specifications Summary

ParameterDetails to Show
Member LengthExact length with tolerance
Section SizeCross-sectional dimensions
Bolt DetailsDiameter, length, quantity
Hole PositionDistance from edges and between holes
Gusset PlatesSize and thickness
Slope FactorsTriangles or slope ratios
Bend & Gauge LinesLocation and angles

flowchart TD
    A[Start: Design] --> B[Prepare General Arrangement Drawing]
    B --> C[Show Dimensions & Member Details]
    C --> D[Prepare Shop Drawings]
    D --> E[Include Hole Positions, Bend Lines, Notching]
    E --> F[Fabrication & Assembly]

Note: Always ensure drawings comply with IS 696 and IS 962 for clarity and standardization.

3Material Quality Control

IS 802 Part 2: Material Quality Control - Key Points

  • Identification (Clause 3.2):

    • Different steel grades must be clearly marked for correct placement in towers.
  • Quality Assurance (Clause 10.7):

    • Manufacturer must use correct steel grade.
    • Inspector may order lab testing to verify steel quality.
  • Inspection Tools (Clause 10.6):

    • Manufacturer to provide all necessary gauges and templates for inspection.
  • Straightening (Clause 4.1):

    • Materials must be straight, free from twists, and flattened by pressure only.
    • Hammering is prohibited.
    • Sharp bends cause rejection.
    • Adjacent parts must have close contact within specified tolerances.

Typical Quality Control Checks (per IS standards):

Test TypePurposeAcceptance Criteria
Tensile TestVerify yield & ultimate strengthAs per specified steel grade
Bend TestCheck ductility & bending abilityNo cracks or fractures allowed
Chemical AnalysisConfirm steel compositionWithin specified chemical limits
Visual InspectionCheck surface defects & marksNo cracks, sharp bends, or twists

Summary Diagram of Material QC Process:

flowchart TD
    A[Steel Material Receipt] --> B[Marking & Identification]
    B --> C[Visual Inspection]
    C --> D{Straightening Needed?}
    D -- Yes --> E[Pressure Straightening Only]
    D -- No --> F[Proceed to Fabrication]
    E --> F
    F --> G[Lab Testing (if required)]
    G --> H[Approval for Use]

This ensures correct grade, proper condition, and traceability of steel before fabrication.

4Operations in Fabrication

IS 802 Part 2: Operations in Fabrication - Key Points

1. Material Identification (Clause 3.2)

  • When multiple steel grades are used, markings must be clear to ensure correct placement in towers.
  • This prevents mix-ups during fabrication and erection.

2. Fabrication Tolerances (Clause 6.1)

  • Fabrication tolerances must comply with Clauses 6.2 to 6.5.
  • For unspecified tolerances, refer to IS 7215-1974 (General tolerances for steel structures).

Typical Fabrication Tolerances (from IS 7215-1974):

ParameterTolerance (mm)
Length of members±3 mm
Hole diameter+1.0 / -0.5
Hole center-to-center±2 mm
Squareness of ends±2 mm
Straightness1/1000 of length

3. Additional Specifications

  • Fabrication includes cutting, drilling, welding, and assembly.
  • All operations should ensure dimensional accuracy and surface quality.
  • Galvanizing and inspection procedures follow after fabrication (Part II).

flowchart TD
    A[Material Receipt] --> B[Marking & Identification]
    B --> C[Cutting & Shaping]
    C --> D[Drilling & Punching]
    D --> E[Welding & Assembly]
    E --> F[Inspection & Quality Control]
    F --> G[Galvanizing & Packing]

Summary: Proper material marking and adherence to tolerance limits per IS 802 and IS 7215 are essential for quality fabrication.

5Bolting and Hole Specifications

Bolting and Hole Specifications as per IS 802 Part 2 (1978)

1. Hole Dimensions (Clause 5.3):

  • Holes must be cylindrical (no oval/lobed shapes).
  • Hole diameter = Bolt diameter + 1.5 mm.

2. Bolt Spacing and Edge Distance (Clause 5.4, Table 1):

Bolt Diameter (mm)Hole Diameter (mm)Min Bolt Spacing (mm)Edge Distance to Rolled/Sawn Edge (mm)Edge Distance to Sheared/Flame Cut Edge (mm)
1213.5321620
1617.5402023
2021.5482528

3. Bolt Gauge Distances in Angle Flanges (Clause 5.9):

  • Follow Table XXXI of SP:6(1)-1969 for bolt gauge distances in angle flanges.

4. Hole Positioning near Bend Lines (Clause 4.4.3):

  • Holes near bends must be drilled/punched after bending using templates/jigs to maintain relative positions.

Quick Formula Summary:

  • Hole diameter = Bolt diameter + 1.5 mm
  • Minimum spacing and edge distances as per Table 1 above.
flowchart TD
    A[Bolt Diameter] --> B[Hole Diameter = Bolt Dia + 1.5 mm]
    B --> C[Check Bolt Spacing & Edge Distance]
    C --> D{Bolt Spacing & Edge Distance from Table 1}
    D --> E[Spacing OK?]
    E -->|Yes| F[Proceed with Bolting]
    E -->|No| G[Adjust Design]

This ensures proper load transfer and avoids tearing or deformation around bolt holes.

6Fabrication Tolerances

Fabrication Tolerances as per IS 802 Part 2

  • Hole Diameter Tolerance (Clause 6.2):
    Maximum allowable difference in diameter on two sides of a plate/angle = 0.8 mm
    (i.e., taper in punched holes ≤ 0.8 mm diameter)

  • Cumulative Hole Tolerance (Clause 6.3):
    Tolerance between consecutive holes = ± 0.5 mm

  • Straightening and Flattening (Clause 4.1):

    • Material must be reasonably straight, free from twists.
    • Straightening by pressure only; hammering not allowed.
    • Adjacent assembled surfaces must be in close contact.
    • Sharp bends cause rejection.
  • General Tolerances:
    For unspecified tolerances, refer to IS 7215-1974.


Summary Table of Key Tolerances

ParameterTolerance
Hole diameter difference0.8 mm max
Cumulative tolerance between holes± 0.5 mm
Straightness and flatnessNo twists/sharp bends; pressure straightening only
flowchart LR
    A[Start Fabrication] --> B{Check hole diameter}
    B -->|Difference ≤ 0.8 mm| C[Accept Hole]
    B -->|Difference > 0.8 mm| D[Reject Hole]
    C --> E{Check cumulative hole tolerance}
    E -->|Within ±0.5 mm| F[Proceed]
    E -->|Outside ±0.5 mm| D
    F --> G{Check straightness}
    G -->|No twists/sharp bends| H[Accept Member]
    G -->|Twists/sharp bends| D

This ensures structural integrity and proper assembly fit as per IS 802 Part 2.

7Marking and Identification

IS 802 Part 2 (1978) - Marking and Identification Key Points

  • Clause 11.4: Each bundle/package must be appropriately marked to avoid losses/damages during transit.
  • Marking should be clear, durable, and visible on the packaging.
  • Markings typically include:
    • Manufacturer's name or trademark
    • Bundle/package number or identification code
    • Quantity and weight
    • Destination or consignee details
    • Handling instructions (if any)

Additional Relevant Specifications:

  • Clause 10.6: Manufacturer must supply all gauges and templates for inspection.
  • Clause 2.2.1: Drawings must clearly show all design dimensions, member sizes, bolt sizes, hole positions, etc., aiding proper identification.

Recommended Marking Format (Example)

Marking ItemDescription
Manufacturer Namee.g., "XYZ Structurals Ltd."
Bundle NumberUnique numeric/alphanumeric ID
QuantityNumber of items in the bundle
Gross WeightTotal weight in kg
DestinationClient or site name
Handling Instructionse.g., "Fragile", "Keep Dry"

flowchart TD
    A[Manufacturing] --> B[Marking Bundle]
    B --> C{Marking Includes}
    C --> D[Manufacturer Name]
    C --> E[Bundle Number]
    C --> F[Quantity & Weight]
    C --> G[Destination Details]
    C --> H[Handling Instructions]
    B --> I[Inspection with Gauges/Templates]
    I --> J[Dispatch]

Summary: Proper marking per IS 802 Part 2 ensures traceability, safe handling, and reduces transit damage risks.

8Shop Erection

IS 802 Part 2: Shop Erection Key Points

1. Shop Drawings (Clauses 2.2.1 & 2.3)

  • Must include:
    • Member sizes, lengths, and marks
    • Hole positions, edge distances, gauge & bend lines
    • Amount of clipping, notching
    • Bolt details: diameter, length, number, washers, spacers
    • Gusset plate sizes and hole positions
    • Relative location of members and slope factors

2. Shop Erection Procedure (Clause 8.1)

  • Temporary erection of steelwork in horizontal or vertical position
  • Complete one tower of each type including leg extensions
  • Purpose: Check dimensional accuracy before mass fabrication

3. Key Specifications

  • Accurate alignment and fit-up verified during temporary erection
  • Any discrepancies corrected before proceeding to final fabrication

Summary Table: Shop Erection Checklist

StepDetails
Shop Drawings PreparationComplete fabrication info, member details
Temporary ErectionOne tower type, horizontal/vertical
Accuracy CheckMember sizes, hole positions, alignment
CorrectionsResolve discrepancies before mass work

flowchart TD
    A[Prepare Shop Drawings] --> B[Temporary Shop Erection]
    B --> C[Check Accuracy of Members]
    C --> D{Accurate?}
    D -- Yes --> E[Proceed to Mass Fabrication]
    D -- No --> F[Correct Errors & Recheck]
    F --> B

This process ensures precise fabrication and fit-up of steel components as per IS 802 Part 2.

9Painting and Galvanizing

IS 802 Part 2: Painting and Galvanizing Key Points

Painting (Clause 9.1)

  • Surface Preparation: As per IS 1477 (Part I)-1971 (pretreatment).
  • Primer & Finishing Coats: As per IS 1477 (Part II)-1971.
  • Process: Clean surface → Apply primer → Apply finishing coats.
  • Purpose: Protect steel from corrosion, improve durability.

Galvanizing (Clause 9.2)

  • Bolts & Fasteners: Hot-dip galvanized per IS 5358-1969.
  • Structural Members: Hot-dip galvanized per IS 4759-1968.
  • Spring Washers: Galvanized as per IS 1573-1970.
  • Coating Thickness: Typically 50-85 microns for structural steel.
  • Purpose: Provide corrosion resistance by zinc coating.

Summary Table

ItemIS CodeSpecification
Surface PreparationIS 1477 (Part I)Pretreatment for painting
PaintingIS 1477 (Part II)Primer and finishing coats
Bolts & FastenersIS 5358-1969Hot-dip galvanized coating
Structural SteelIS 4759-1968Hot-dip zinc coating
Spring WashersIS 1573-1970Electroplated zinc coating

Important Notes:

  • Ensure shop erection (Clause 8.1) for dimensional accuracy before mass fabrication.
  • Follow tolerances as per IS 802 Part 2 for fabrication.
  • Galvanizing must be uniform and free from defects like blisters or bare spots.
flowchart TD
    A[Steel Member] --> B[Surface Preparation (IS 1477 Part I)]
    B --> C[Primer Coat (IS 1477 Part II)]
    C --> D[Finishing Coat (IS 1477 Part II)]
    A --> E[Hot-Dip Galvanizing]
    E --> F[Bolts & Fasteners (IS 5358)]
    E --> G[Structural Members (IS 4759)]
    E --> H[Spring Washers (IS 
10Inspection

IS 802 Part 2 – Inspection Key Points

  • Inspection Access (Clause 10.1):
    Inspectors must have free access to all fabrication areas during reasonable hours to verify compliance with the standard.

  • Manufacturer's Responsibility (Clause 10.6):
    All necessary gauges and templates for inspection must be provided by the manufacturer to facilitate accurate checking.


Inspection Specifications Summary

AspectRequirement
Access for InspectorFree, at reasonable times
Inspection ToolsGauges, templates supplied by manufacturer
Inspection ScopeFabrication conformity to IS 802 Part 2

Typical Inspection Tools Include:

  • Templates for checking member dimensions and bolt hole sizes
  • Gauges for weld size, thickness, and alignment
  • Measuring instruments for length, angle, and straightness

Inspection Workflow (Mermaid Diagram)

flowchart TD
    A[Start Inspection] --> B[Access Fabrication Area]
    B --> C[Use Gauges/Templates Provided]
    C --> D[Check Dimensions & Fabrication]
    D --> E{Conforms to IS 802?}
    E -- Yes --> F[Approve Fabrication]
    E -- No --> G[Reject/Rectify]
    F --> H[End Inspection]
    G --> H

Note: IS 802 Part 2 emphasizes manufacturer responsibility for providing inspection aids and inspector’s right to verify fabrication quality.

11Packing and Dispatch

IS 802 Part 2 (1978) — Packing and Dispatch Key Points

  • Clause 11.4 (Packing):

    • Packings must prevent losses/damages during transit.
    • Each bundle/package must be clearly and appropriately marked for identification.
  • Clause 11.3 (Small Items Packing):

    • Bolts, nuts, washers, and attachments are to be packed in double gunny bags.
    • Each bag must be accurately tagged with content details.

Summary Table for Packing

Item TypePacking MethodMarking/Tagging Requirement
Structural bundlesSuitable protective packingClear, appropriate marking on each bundle/package
Bolts, nuts, washersDouble gunny bagsAccurate tagging with contents
Other attachmentsAs per item size & fragilityProper marking for identification

Best Practices (Engineering Insight)

  • Use shock-absorbent materials (e.g., wooden crates, cushioning) for fragile parts.
  • Mark packages with handling instructions (e.g., "Fragile," "This Side Up").
  • Ensure moisture-proof packing for galvanized items to prevent corrosion.

flowchart TD
    A[Fabrication Complete] --> B[Packing]
    B --> C{Item Type?}
    C -->|Bolts, Nuts, Washers| D[Double Gunny Bags + Tagging]
    C -->|Structural Bundles| E[Protective Packing + Marking]
    D --> F[Dispatch]
    E --> F

This ensures safe transit and clear identification per IS 802 Part 2 requirements.

12Guarantee and Compliance

IS 802 Part 2: Guarantee and Compliance Key Points

  • Clause 10.3 (Guarantee):
    Manufacturer must guarantee compliance with IS 802 Part 2 provisions if requested by purchaser.

  • Clause 10.6 (Inspection Tools):
    Manufacturer shall supply all necessary gauges and templates for inspector's verification.

  • Clause 11.4 (Packing):

    • Packing must prevent damage/loss during transit.
    • Each bundle/package must be clearly marked for identification.

Summary Table for Compliance

AspectRequirementReference Clause
GuaranteeManufacturer guarantee on standard compliance10.3
Inspection ToolsSupply all gauges & templates to inspector10.6
PackingDamage-proof packing & clear marking11.4

Practical Notes:

  • Ensure documentation of guarantee is clear and signed.
  • Provide calibrated gauges/templates to inspectors.
  • Use robust packaging materials (e.g., wooden crates, metal bands) and mark bundles with product ID, weight, and handling instructions.
flowchart TD
    A[Manufacturer] --> B[Guarantee Compliance]
    B --> C[Provide Gauges/Templates]
    B --> D[Package & Mark Bundles]
    D --> E[Transit]
    E --> F[Inspection & Acceptance]

This ensures traceability and quality assurance per IS 802 Part 2.

Popular Questions About IS 802 Part 2

?What are the specified tolerances for hole diameters and fabrication dimensions?

IS 802 Part 2 - Tolerances for Hole Diameters and Fabrication Dimensions

  • Hole Diameter Tolerance (Clause 6.2):
    Maximum difference in hole diameter between two sides of a plate/angle = 0.8 mm (max taper allowed).

  • Tolerance Between Holes (Clause 6.3):
    Cumulative and consecutive hole spacing tolerance = ± 0.5 mm.

  • Hole Shape (Clause 5.3):
    Holes must be cylindrical, no oval or lobed shapes allowed.
    Hole diameter = Bolt diameter + 1.5 mm clearance.

  • General Fabrication Tolerances (Clause 6.1):
    Other tolerances follow Clauses 6.2 to 6.5 or IS 7215-1974 if unspecified.


Summary Table

ParameterTolerance / Dimension
Hole diameter difference≤ 0.8 mm
Hole spacing tolerance± 0.5 mm
Hole diameter (for bolting)Bolt dia + 1.5 mm
Hole shapeCylindrical only

This ensures precision in fabrication and fitment of bolted connections.

?Which galvanizing standards apply to transmission tower members and fasteners?

According to IS 802 Part 2 (1978), Clause 9.2, the galvanizing standards for transmission tower components are:

  • Bolts and fasteners: Galvanized as per IS 5358-1969 (Specification for hot-dip galvanized coatings on fasteners).
  • Tower members (structural steel): Galvanized according to IS 4759-1968 (Specification for hot-dip zinc coating on structural steel and allied products).
  • Spring washers: Galvanized per IS 1573-1970.

Summary Table

ComponentApplicable IS StandardDescription
Bolts & FastenersIS 5358-1969Hot-dip galvanized coatings on fasteners
Tower MembersIS 4759-1968Hot-dip zinc coating on structural steel
Spring WashersIS 1573-1970Galvanizing of spring washers

These ensure corrosion protection and durability of transmission tower assemblies.

?How should steel members be straightened and bent according to this standard?

According to IS 802 Part 2, the guidelines for straightening and bending steel members are:

Straightening (Clause 4.1)

  • Steel must be reasonably straight before use.
  • Straightening/flattening should be done by pressure only, without damaging the material.
  • Hammering is prohibited.
  • Members must be free from twists and sharp bends (cause for rejection).
  • Adjacent surfaces in assembled parts must be in close contact within specified tolerances.

Bending (Clauses 4.3.1, 4.3.3)

  • Mild steel angle sections:
    • Up to 75x75 mm (≤6 mm thick): cold bending allowed up to 10°.
    • Between 75x75 mm (≤6 mm thick) and 100x100 mm (≤8 mm thick): cold bending allowed up to .
    • Larger sections or angles beyond these limits require hot bending.
  • High tensile steel sections must be bent hot always.

Additional Notes (Clause 4.4.3)

  • Holes near bends must be punched/drilled after bending.
  • Use templates/jigs to maintain hole positions.

This ensures structural integrity and dimensional accuracy during fabrication.

?What are the inspection requirements before dispatching fabricated components?

Inspection Requirements Before Dispatching Fabricated Components (IS 802 Part 2):

  • Inspection Location: At the place of manufacture before dispatch (Clause 10.2).
  • Access for Inspector: Inspector must have free access to fabrication areas at reasonable times and facilities to verify compliance (Clause 10.1).
  • Inspection Timing: Conducted so as not to unnecessarily interfere with fabrication operations (Clause 10.2).
  • Scope: Ensure all fabrication complies with the standard provisions, including dimensions, weld quality, and surface treatment.

Key Points to Check:

  • Dimensional accuracy per drawings.
  • Weld quality and inspection (visual, NDT if required).
  • Surface finish and galvanizing (if applicable).
  • Packing and protection for transport.
Loading diagram...

This ensures quality control before shipment, minimizing site issues.

?How are bolts and fasteners to be used and checked during assembly?

Use and Checking of Bolts and Fasteners as per IS 802 Part 2

  • Bolt Protrusion: After tightening, the bolt's threaded portion must protrude 3 mm to 8 mm beyond the nut (Clause 5.2.3).

  • Hole Location: Holes near bend lines must be drilled/punched after bending, maintaining relative positions using templates or jigs (Clause 4.4.3).

  • Bolt Spacing & Edge Distance: Minimum spacing and edge distances depend on bolt diameter (Clause 5.4, Table 1):

Bolt Dia (mm)Hole Dia (mm)Min Bolt Spacing (mm)Edge Distance (Rolled/Sawn) (mm)Edge Distance (Sheared/Flame Cut) (mm)
1213.5321620
1617.5402023
2021.5482528
  • Bolt Thickness Limit: A bolt should not connect members thicker than 3 times its diameter, and generally, a bolt should connect no more than 3 stressed members (excluding gussets/packing) to minimize bending stress (Clause 5.7).

Loading diagram...

This ensures structural integrity and proper fastening per IS 802 Part 2.

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