BIS IS 802-1-2 : 1992(R2003)
Current
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
12-01-2013
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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