IS 802:2000 (Part 2) is the Indian Standard (BIS) for use of structural steel in overhead transmission line towers, part 2: fabrication, galvanizing,inspection and packing. This code specifies the technical requirements for the fabrication, hot-dip galvanizing, inspection, and packing of structural steel components used in overhead transmission line towers. It is heavily utilized by fabricators and QA/QC engineers to ensure structural fit-up tolerances and long-term corrosion protection before site dispatch.
Code of Practice for Use of Structural Steel in Overhead Transmission Line Towers, Part 2: Fabrication, Galvanizing,Inspection and Packing
Key reference values — verify against the current code edition / project specification.
| Reference | Value | Clause |
|---|---|---|
| Scope | Fabrication, galvanizing, inspection, packing of Tx towers | Scope |
| Fabrication | Accurate → assembles at remote site without forcing | Critical |
| Shop trial assembly | Catches mis-drills before the remote site | Procedure |
| Galvanize | AFTER all fabrication (field cut/drill destroys coating) | Critical |
| Galvanizing QC | Coating mass/uniformity/adhesion = 40+ yr life | Critical |
| Design basis | IS 802 Part 1 (this realises it) | Cross-ref |
| Pack/mark | For remote transport (no loss/coating damage) | Procedure |
BIM-relevant code. See the BIM Hub for ISO 19650, IFC, and LOD/LOIN frameworks used alongside it.
IS 802 Part 2:2000 is the code of practice for the use of structural steel in overhead transmission-line towers — Part 2: Fabrication, Galvanizing, Inspection and Packing. It governs how a designed lattice transmission tower is fabricated, hot-dip galvanized, inspected and packed for site assembly. Design loads/members are Part 1; this is the make-and-protect part.
It sits in the transmission-tower stack:
A transmission tower is a bolted lattice angle structure exposed for decades in the open, often remote — so fabrication accuracy and corrosion protection decide whether the design is realised and survives:
The engineering point: the Part 1 design is only delivered if Part 2 is followed — fabrication accuracy governs site assembly, and galvanizing quality (done after fabrication) governs the 40+ year corrosion life. The endemic failures are mis-fabricated members that won't assemble in the field and inadequate/late galvanizing that corrodes the line prematurely.
Scenario: fabrication and protection of a designed lattice transmission tower.
Step 1 — fabricate to Part 1 design: accurate marking/drilling/cutting/bending of angles; shop trial assembly to confirm fit (catching mis-drills before the remote site).
Step 2 — galvanize AFTER fabrication: all cutting/drilling/bending complete, then hot-dip galvanize — verify coating mass/uniformity/adhesion ([IS 802 Part 2] acceptance).
Step 3 — inspect: dimensional + bolt-hole + galvanizing-quality acceptance; reject out-of-tolerance/poor-coating members.
Step 4 — pack & mark: bundle/mark for transport so nothing is lost and the coating isn't damaged en route to the remote site.
Step 5 — site assembly: towers bolt up without field cutting/drilling (which would breach the galvanizing).
Followed properly, the Part 1 design becomes a tower that assembles cleanly and lasts decades; skipped, you get field fit-up chaos and premature corrosion.
1. Field cutting/drilling galvanized members. Destroys the coating at the breach → premature corrosion; all fabrication must precede galvanizing.
2. Galvanizing before completing fabrication. Same outcome — drill/cut/bend first, then galvanize.
3. No shop trial assembly. Mis-drilled members discovered at a remote site cause major delay — verify fit in the shop.
4. Inadequate galvanizing acceptance. Coating mass/uniformity/adhesion govern the decades-long life — inspect, don't assume.
5. Poor packing/marking. Lost/mis-identified members and transport coating damage on remote-line logistics.
IS 802 Part 2 is reaffirmed and governs the half of transmission-tower engineering that decides whether the design actually stands and lasts: fabrication accuracy and galvanizing. Towers are bolted lattice angle structures erected on remote lines and exposed for 40+ years with little maintenance, so two things dominate — members must be fabricated accurately enough to assemble in the field without forcing (shop trial assembly is the cheap insurance against a remote-site fit-up disaster), and hot-dip galvanizing, applied after all fabrication, must be of verified quality because it is the corrosion life of the line. The signature failures are field-cut/drilled members that breach the coating and corrode early, and mis-drilled steel that won't bolt up far from any workshop. Follow Part 2 — fabricate accurately, trial-assemble, galvanize last and verify it, inspect and pack properly — and the Part 1 design becomes a durable line; cut corners and the design never reaches the field intact.
| Parameter | IS Value | International | Source |
|---|---|---|---|
| Design Philosophy | Allowable Stress Design (ASD) with safety factors. | Limit State Design (LSD) / Load and Resistance Factor Design (LRFD) with partial factors. | ASCE 74-2020 / IEC 60826:2017 |
| Factor of Safety (Normal Condition, Wind) | 2.0 (on stresses) | Not directly comparable; uses Load Factors (e.g., 1.0 for wind) and Resistance Factors. | ASCE 74-2020 (LRFD) |
| Basic Wind Speed Return Period | 50 years | Variable, based on specified Reliability Level (e.g., 50, 100, 300+ year return periods). | ASCE 74-2020 |
| Terrain Categories for Wind | 3 categories defined based on terrain roughness. | 4 categories (A, B, C, D) defined based on surface roughness. | ASCE 74-2020 |
| Gust Loading Method | Gust Factor (specified values, e.g., 2.0 for conductors). | Calculated Gust Response Factor (GRF) based on structure dynamics and turbulence. | ASCE 74-2020 |
| Standard Ice Density (Glaze) | Not explicitly defined in the standard, typically 913 kg/m³ is used in practice. | 900 kg/m³ is the standard value for glaze ice. | IEC 60826:2017 |
| Temperature Range for Design | Specifies a map for minimum and maximum temperatures in India. | Provides methodology based on local meteorological data; does not provide regional maps. | IEC 60826:2017 |