Committees responsible
Foreword
Section 1. General
1.1 Scope
1.2 References
1.3 Definitions
1.4 Symbols
1.5 Materials and workmanship
1.6 Packing support structures
1.7 Packings, water distribution systems, eliminators
      and cladding
1.8 Cooling tower fittings
1.9 Water retaining structures
1.10 Foundations and bases
Section 2. Hyperboloidal cooling towers (type 1 towers)
2.1 Basis of design
2.2 Loading
2.3 Design considerations
2.4 Construction
Section 3. Mechanical draught towers (type 2 towers)
3.1 Characteristic loads
3.2 Design considerations
Annexes
A (normative) Recommendations for stress graded
      timber triangular section laths
B (normative) Guidance on the use of plastics
      materials
C (informative) Wind tunnel testing
D (informative) Circumferential wind pressure
      distribution for hyperboloidal towers
E (normative) Estimation of resonant stresses
F (informative) Derivation of natural frequencies of
      hyperboloidal towers
Tables
1 Dimensional deviations of precast components
2 Coatings of metal components
3 Determination of lt and lp
4 Correction factors for stresses due to adjacent
      structures
5 Minimum reinforcement in shell
A.1 Permissible knot size for a 38 mm x 38 mm lath
Figures
1 Pressure coefficient distribution for determination
      of wind loading
2 Arrangement of reinforcement trimming for openings
      in shells
3 Arrangement of reinforcement in the shell
A.1 Splay knot
A.2 Arris knot
A.3 Face knot
F.1 Typical finite element representation of cooling
      tower with column supports
List of references