{"id":72791,"date":"2024-10-17T16:23:57","date_gmt":"2024-10-17T16:23:57","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/awwa-c150-2008\/"},"modified":"2024-10-24T19:08:08","modified_gmt":"2024-10-24T19:08:08","slug":"awwa-c150-2008","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/awwa\/awwa-c150-2008\/","title":{"rendered":"AWWA C150 2008"},"content":{"rendered":"
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.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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1<\/td>\n | ANSI\/AWWA C150\/A21.50-08 <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | Committee Personnel <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | Foreword I. Introduction. <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | II. Special Issues. III. Use of This Standard. <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | IV. Major Revisions. V. Comments. <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | AWWA Standard Thickness Design of Ductile-Iron Pipe \n SECTION 1: GENERAL Sec. 1.1 Scope <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | Sec. 1.2 Purpose Sec. 1.3 Application SECTION 2: REFERENCES <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | SECTION 3: DEFINITIONS SECTION 4: REQUIREMENTS Sec. 4.1 Procedure for Calculating Thickness <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | Sec. 4.2 Design Example for Calculating Thickness <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | Sec. 4.3 Design Method <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | Sec. 4.4 Explanation of Symbols Used in Design Equations <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | Sec. 4.5 Special Thickness Classes SECTION 5: VERIFICATION SECTION 6: DELIVERY <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | Table 1 Earth loads, truck loads, and trench loads – psi \n <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | Table 1 Earth loads, truck loads, and trench loads – psi (continued) \n <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Table 2 Design values for standard laying conditions Table 3 Allowances for casting tolerance <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | Table 4 Reduction factors R for truck load calculations \n Table 5 Nominal thicknesses for standard pressure classes of ductile-iron pipe <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | Table 6 Surface load factors for single truck on unpaved road <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | Table 7 Diameter\u2013thickness ratios for laying condition Type 1 <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | Table 7 Diameter\u2013thickness ratios for laying condition Type 1 (continued) \n <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | Table 7 Diameter\u2013thickness ratios for laying condition Type 1 (continued) \n <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | Table 8 Diameter\u2013thickness ratios for laying condition Type 2 <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | Table 8 Diameter\u2013thickness ratios for laying condition Type 2 (continued) \n <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | Table 8 Diameter\u2013thickness ratios for laying condition Type 2 (continued) \n <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | Table 9 Diameter\u2013thickness ratios for laying condition Type 3 <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | Table 9 Diameter\u2013thickness ratios for laying condition Type 3 (continued) <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | Table 9 Diameter\u2013thickness ratios for laying condition Type 3 (continued) \n <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | Table 9 Diameter\u2013thickness ratios for laying condition Type 3 (continued) \n <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | Table 10 Diameter\u2013thickness ratios for laying condition Type 4 <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | Table 10 Diameter\u2013thickness ratios for laying condition Type 4 (continued) \n <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | Table 10 Diameter\u2013thickness ratios for laying condition Type 4 (continued) <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | Table 10 Diameter\u2013thickness ratios for laying condition Type 4 (continued) <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | Table 11 Diameter\u2013thickness ratios for laying condition Type 5 <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | Table 11 Diameter\u2013thickness ratios for laying condition Type 5 (continued) \n <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | Table 11 Diameter\u2013thickness ratios for laying condition Type 5 (continued) <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | Table 11 Diameter\u2013thickness ratios for laying condition Type 5 (continued) <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | Table 11 Diameter\u2013thickness ratios for laying condition Type 5 (continued) <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | Table 11 Diameter\u2013thickness ratios for laying condition Type 5 (continued) \n <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | Table 12 Thickness for earth load plus truck load <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | Table 12 Thickness for earth load plus truck load (continued) <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | Table 12 Thickness for earth load plus truck load (continued) <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | Table 12 Thickness for earth load plus truck load (continued) <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | Table 12 Thickness for earth load plus truck load (continued) <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | Table 12 Thickness for earth load plus truck load (continued) <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | Table 12 Thickness for earth load plus truck load (continued) <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | Table 12 Thickness for earth load plus truck load (continued) <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | Table 12 Thickness for earth load plus truck load (continued) <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | Table 13 Thickness for internal pressure <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | Table 14 Rated working pressure and maximum depth of cover <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | Table 14 Rated working pressure and maximum depth of cover (continued) <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | Table 14 Rated working pressure and maximum depth of cover (continued) <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | Table 15 Special thickness classes of ductile-iron pipe <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" AWWA C150-08: Thickness Design Of Ductile-Iron Pipe<\/b><\/p>\n |