Concrete pipe design manual by American Concrete Pipe Association

By American Concrete Pipe Association

The CONCRETE PIPE layout guide is an critical software to aid engineers decide on the sort, dimension, and power requisites of pipe. It gets rid of the long computations formerly required. The guide comprises usual installations utilizing the oblique layout procedure. greater than 330 pages of tables and figures masking hydraulics of sewers and culverts, reside so much and earth lots, assisting strengths and supplemental layout facts are indexed. special instance difficulties of particular purposes illustrate using the time saving layout aids incorporated within the handbook.

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13. The HS 20, 32,000 pound and the Alternate Truck 25,000 pound design axle are carried on dual wheels. 9. 9 AASHTO Wheel Load Surface Contact Area (Foot Print) 16000 lb. HS 20 Load 12500 lb. 83 ft. 67 ft. 10 AASHTO Wheel Loads and Wheel Spacings H 20 Load 4000 lb. 4000 lb. LRFD Alternate Load HS 20 Load 4000 lb. 4000 lb. 12000 lb. 12000 lb. 4 ft. 14 ft. 6 ft. 6 ft. 14 ft. 12000 lb. 12000 lb. HS 20 & Alternate Loads 16000 lb. 16000 lb. 16000 lb. 16000 lb. 14 ft. to 30 ft. 6 ft. 16000 lb. 4 ft.

The dashed H = He line represents the condition where the height of the plane of equal settlement (He) is equal to the height of fill (H). Jacked or Tunneled Soil Load. This type of installation is used where surface conditions make it difficult to install the pipe by conventional open excavation and backfill methods, or where it is necessary to install the pipe under an existing embankment. 5) for soil loads and the 2cCtBt term accounts for the cohesion of undisturbed soil. Conservative design values of the coefficient of cohesion for various soils are listed in Table 41.

5 feet. 1 feet and inlet control governs. 8 feet which is greater than the allowable. 3. Determine Outlet Velocity For inlet control, the outlet velocity is determined from Manning’s formula. 1 feet per second flowing full and a capacity of 280 cubic feet per second. 13. 9 feet per second. Answer: A 60-inch diameter circular pipe would be required. 5% slope. Because utility lines are to be installed in the embankment above the box culvert, the maximum rise is limited to 8 feet. org Hydraulics of Culverts 25 1,000 cubic feet per second with an allowable headwater depth of 15 feet.

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