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For low-temperature operation, the minimum fluid temperature is used for the design temperature The designer should consult the ASME Boiler and Pressure Vessel Codes and the excellent books by Bednar [392] and Chuse [393] Dead loads are the forces due to the weight of the vessel and the parts permanently connected with the vessel The piping loads acting on the vessel must be evaluated carefully They consist of the weight of the pipe sections supported by the nozzles into the vessel shell, as well as operating forces due to thermal expansion of the pipes If the pressure vessel is exposed to the environment, the dynamic pressure forces due to the turbulent flow of air and associated gustiness must be evaluated for structural stability of the vessel support system.

Determination of wind load is outlined in the SEI/ASCE 7-02 standard, and the designer must follow the guidelines to determine the effective dynamic load due to wind speed past the vessel and supportstructure system The same code provides guidelines for evaluation of seismic loads on flexible tall vessels In actual design situations, many combinations of loads are possible Consequently, the designer should use discretion to determine the important ones and select only certain sets of design loads which can most probably occur simultaneously..

Cylindrical shells are widely used in the manufacture of pressure vessels. They can be easily fabricated and have great structural strength. Depending on their function, they may be vertical or horizontal. Vertical pressure vessels are often preferred, especially for a thin-walled vessel operating under low internal pressure.

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default values. AVAudioSession implicitly initializes the audio session the first time it s asked to do anything, so Listing 3-22 could be modified to just ask for the system s shared AVAudioSession object, as in Listing 3-26.

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The design of a vertical cylindrical vessel becomes simple because the additional bending stresses due to weight of the vessel itself and of the fluid can be eliminated. Cylindrical shells of malleable materials, such as steels, nonferrous metals, and their alloys, operating under internal pressures up to 10 MPa are fabricated mostly of rolled and welded sheets of corrosion-resistant material (see Ref. [39.1]). The minimum thickness of a shell rolled from low-carbon sheet metal and welded is 4.0 mm. The minimum thickness for an austenitic steel shell is 3.4 mm; for copper shells, 2.5 to 30 mm; and for cast shells, 20 to 25 mm.

39.4.1 Cylindrical Storage Vessel Before the actual design calculation of a vertical cylindrical vessel is done, the relationship between the optimum height and the diameter should be determined. The volume of the sheet metal needed to make a vertical cylindrical storage tank (Fig. 39.1) is determined by the following formula: Vs = doHt1 + = doHt1 + Vessel capacity is V= The inside diameter of the vessel is di = 4V H (39.3) d2 i H 4 (39.2) d2 o (tk + ta) 4 d2 o t2 4 (39.1)

Listing 3-26. Initializing the Audio Session via the shared AVAudioSession Object + (void)initialize { AudioSessionInitialize(NULL, NULL, NULL, NULL); }

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Since thickness t1 is very small in comparison with do and di, we may consider di do. Substitution of Eq. (39.3) into Eq. (39.1) gives Vs = 2t1 VH + Vt2 H (39.4)

The minimum volume of sheet metal is obtained by differentiating Eq. (39.4) with respect to H and equating the derivative to zero. Thus dVs = t1 dH V/H Vt2 =0 H2 (39.5)

2 1/3

(39.6)

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Where AVAudioSession may come in handy is if you want to customize the behavior of the audio session and if you prefer to work in Objective-C rather than C. As I mentioned previously, the audio session lets you customize how your app s audio playback interacts with other apps and with the hardware. AVAudioSession doesn t add any new capabilities in this area, but it ll let you use Objective-C instead of C for these aspects of your app.

(39.7)

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The shell thickness is given by t1 = Hopt dopt 2 a (39.8)

where = specific weight of the fluid in the tank, and a = allowable stress. Substituting the optimum values of height and outside diameter in Eq. (39.8), the tank capacity V is recovered as V = t2 1 3 a 3t2 (39.9)

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