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AWWA C150 2008

$75.83

AWWA C150-08: Thickness Design Of Ductile-Iron Pipe

Published By Publication Date Number of Pages
AWWA 2008 64
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This standard covers the thickness design of ductile iron pipe complying with the requirements of ANSI/AWWA C151/A21.51, Ductile Iron Pipe, Centrifugally Cast, for Water. Included are: an outline of the design procedure and an example; and, the basis of design or design methods.

PDF Catalog

PDF Pages PDF Title
1 ANSI/AWWA C150/A21.50-08
3 Committee Personnel
7 Contents
9 Foreword
I. Introduction.
11 II. Special Issues.
III. Use of This Standard.
12 IV. Major Revisions.
V. Comments.
13 AWWA Standard Thickness Design of Ductile-Iron Pipe

SECTION 1: GENERAL
Sec. 1.1 Scope
14 Sec. 1.2 Purpose
Sec. 1.3 Application
SECTION 2: REFERENCES
15 SECTION 3: DEFINITIONS
SECTION 4: REQUIREMENTS
Sec. 4.1 Procedure for Calculating Thickness
17 Sec. 4.2 Design Example for Calculating Thickness
18 Sec. 4.3 Design Method
20 Sec. 4.4 Explanation of Symbols Used in Design Equations
21 Sec. 4.5 Special Thickness Classes
SECTION 5: VERIFICATION
SECTION 6: DELIVERY
22 Table 1 Earth loads, truck loads, and trench loads – psi
23 Table 1 Earth loads, truck loads, and trench loads – psi (continued)
24 Table 2 Design values for standard laying conditions
Table 3 Allowances for casting tolerance
26 Table 4 Reduction factors R for truck load calculations

Table 5 Nominal thicknesses for standard pressure classes of ductile-iron pipe
27 Table 6 Surface load factors for single truck on unpaved road
28 Table 7 Diameter–thickness ratios for laying condition Type 1
29 Table 7 Diameter–thickness ratios for laying condition Type 1 (continued)
30 Table 7 Diameter–thickness ratios for laying condition Type 1 (continued)
31 Table 8 Diameter–thickness ratios for laying condition Type 2
32 Table 8 Diameter–thickness ratios for laying condition Type 2 (continued)
33 Table 8 Diameter–thickness ratios for laying condition Type 2 (continued)
34 Table 9 Diameter–thickness ratios for laying condition Type 3
35 Table 9 Diameter–thickness ratios for laying condition Type 3 (continued)
36 Table 9 Diameter–thickness ratios for laying condition Type 3 (continued)
37 Table 9 Diameter–thickness ratios for laying condition Type 3 (continued)
38 Table 10 Diameter–thickness ratios for laying condition Type 4
39 Table 10 Diameter–thickness ratios for laying condition Type 4 (continued)
40 Table 10 Diameter–thickness ratios for laying condition Type 4 (continued)
41 Table 10 Diameter–thickness ratios for laying condition Type 4 (continued)
42 Table 11 Diameter–thickness ratios for laying condition Type 5
43 Table 11 Diameter–thickness ratios for laying condition Type 5 (continued)
44 Table 11 Diameter–thickness ratios for laying condition Type 5 (continued)
45 Table 11 Diameter–thickness ratios for laying condition Type 5 (continued)
46 Table 11 Diameter–thickness ratios for laying condition Type 5 (continued)
47 Table 11 Diameter–thickness ratios for laying condition Type 5 (continued)
48 Table 12 Thickness for earth load plus truck load
49 Table 12 Thickness for earth load plus truck load (continued)
50 Table 12 Thickness for earth load plus truck load (continued)
51 Table 12 Thickness for earth load plus truck load (continued)
52 Table 12 Thickness for earth load plus truck load (continued)
53 Table 12 Thickness for earth load plus truck load (continued)
54 Table 12 Thickness for earth load plus truck load (continued)
55 Table 12 Thickness for earth load plus truck load (continued)
56 Table 12 Thickness for earth load plus truck load (continued)
57 Table 13 Thickness for internal pressure
58 Table 14 Rated working pressure and maximum depth of cover
59 Table 14 Rated working pressure and maximum depth of cover (continued)
60 Table 14 Rated working pressure and maximum depth of cover (continued)
61 Table 15 Special thickness classes of ductile-iron pipe
AWWA C150 2008
$75.83