AWWA C150 2008
$75.83
AWWA C150-08: Thickness Design Of Ductile-Iron Pipe
Published By | Publication Date | Number of Pages |
AWWA | 2008 | 64 |
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 |