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NOTE: As you switch between development and ad hoc distribution versions of your application, be sure to clean out (or change) your device tokens table, because you can t use development device tokens on the production service! Now, you re ready to resume your development and test where you left off in the server section earlier.

where e = eccentricity of the axial load P (taken as positive in the positive y direction) and Y = initial deflection (crookedness) of the unloaded column. The x axis is taken through the end points of the centroidal axis, so that Eq. (30.5) still holds and Y is zero at the end points. Note that the functions in the right side of Eq. (30.8) form a basis for a trigonometric (Fourier) series, so that any function of interest may be expressed in terms of such a series. Thus we can write Y= where c(n) = 2 L

n = 1

NCD-102

(30.18)

(30.19)

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Let s take a look at it in action. Presuming you ve handled the certificates, built the app, uploaded the server script, and done all the preliminary testing as suggested, you should finally be up and running, ready to test the app. First, load the server script to your remote server and, while you re at it, the certificate (.pem) file. The server script is how the app will register its device token to receive notifications, so the server-side has to be in place before the client-side app is run. Second, run the iPhone application. Optionally, install this on several devices right now to increase the fun! Third, send notifications! For convenience sake, when you now load the server script without any arguments, it will present you with the first device_token in the database instead of a placeholder, and thus you can copy and paste the Send Message example arguments and send a message right from your browser. From here, there s plenty more you can do to build out this application or anything else you want to do with the Apple Push Notification Server. I truly can t wait to see what you come up with!

n = 1

c(n)

NCD-102-1

sin (n x/L) [EI(n /L)2 P]

(30.20)

Now that you have the basics handled, let s make sure to also touch on a couple more important points about using APNS.

The maximum deflection ymax of a simply supported column will usually (except for cases with a pronounced and asymmetrical initial deformation or antisymmetrical load eccentricity) occur at the column midpoint. A good approximation (probably within 10 percent) of ymax in the above-the-knee region that may be used in deflectionlimited column design is given by the coefficient of the first term in Eq. (30.20): ymax = P[c(1) (4e/ )] EI( /L)2 P (30.21)

The maximum bending moment will also usually occur at the column midpoint and at incipient yielding is closely approximated by Mmax = P e Ymid + P 4e c(1) [EI( /L)2 P] (30.22)

NCD-102-2

The immediately preceding analysis deals with the bending moment about the z axis (normal to the paper). Clearly, a similar analysis can be made with regard to bending about the y axis (Fig. 30.1). Unlike the analysis of the perfect column, where it is merely a matter of finding the buckling load about the weaker axis, in the

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Even with everything that s already in place, there s still one last step to finish to be able to say that everything is complete. The feedback server is an Apple-provided facility for determining whether there are any devices that have dropped from your service, usually because of uninstalling your app. Apple requests that you periodically check the feedback server, get the device tokens of these dropped users that it provides you, and then discontinue sending to those tokens. Jake Olefsky (http://www.toodledo.com) has posted a prototype feedback server script in PHP and with his permission I m including it here. You can find the original at https://devforums.apple.com/message/92559#92559. Here s how you do it:

present approach the effects about the two axes interact in a manner familiar from analysis of an eccentrically loaded short strut. We now use the familiar expression for combining direct axial stresses and bending stresses about two perpendicular axes. Since there is no ambiguity, we will suppress the negative sign associated with compressive stress: = P M(z)c(y) M(y)c(z) + + I(z) I(y) A (30.23)

NCD-102-3

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