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BIS IS 802-1-2 : 1992(R2003)

BIS IS 802-1-2 : 1992(R2003)

Current

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The latest, up-to-date edition.

USE OF STRUCTURAL STEEL IN OVERHEAD TRANSMISSION LINE TOWERS - CODE OF PRACTICE - PART 1: MATERIAL, LOADS AND PERMISSIBLE STRESSES - SECTION 2: PERMISSIBLE STRESSES

Published date

01-12-2013

Publisher

Bureau of Indian Standards

FOREWORD
1 SCOPE
2 REFERENCES
3 STATUTORY REQUIREMENTS
4 CONDUCTOR TENSION
5 PERMISSIBLE STRESSES
6 SLENDERNESS RATIOS
7 MINIMUM THICKNESS
8 NET SECTIONAL AREA FOR TENSION MEMBER
9 NET EFFECTIVE AREA FOR ANGLE SECTION IN TENSION
10 BOLTING
11 FRAMING
ANNEX A - LIST OF REFERRED INDIAN STANDARDS
ANNEX B - EXAMPLES OF DETERMINATION OF SLENDERNESS RATIOS

Describes the permissible stresses and other design parameters to be adopted in the design of self-supporting steel lattice towers for overhead transmission lines.

Committee
CED 7
DocumentType
Standard
PublisherName
Bureau of Indian Standards
Status
Current

BIS IS 800 : 2007 AMD 1 2012 GENERAL CONSTRUCTION IN STEEL - CODE OF PRACTICE
BIS IS 4000 : 1992(R2003) HIGH STRENGTH BOLTS IN STEEL STRUCTURES - CODE OF PRACTICE
BIS IS 3757 : 1985(R2003) SPECIFICATION FOR HIGH STRENGTH STRUCTURAL BOLTS
BIS IS 6639 : 2005 HEXAGON HEAD BOLTS FOR GENERAL STEEL STRUCTURES - SPECIFICATION
BIS IS 12427 : 2001 FASTENERS - THREADED STEEL FASTENERS - HEXAGON HEAD TRANSMISSION TOWER BOLTS - SPECIFICATION

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