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Granting the consumer farm permissions to the Application Discovery and Load Balancing Service Application establishes a relationship between the farms and allows you to set permissions to other service applications as well You can manage the security for a service application using the SetSPServiceApplicationSecurity cmdlet In the next example, we retrieve a claims provider that provides claim information that relates to the server farm

be located about 3000 ft from the arrival threshold and 2000 ft from the stop end of the runway To accommodate the average mix of aircraft on runways longer than 7000 ft, intermediate exits should be located at intervals of about 1500 ft At airports where there are extensive

When you first need to extract HTML links from a web page (even your own) it looks almost impossible and seems quite a daunting task And it s true, parsing HTML is quite complex But with this plug-in all you need to do is pass it the URL of a web page and all the links found within it will be returned Figure 5-2 shows links being extracted from a web page

Mix Index* 0 20 21 50 51 80 81 120 121 180

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Mix Index is equal to the percentage of Class C aircraft plus three an aircraft with a maximum certified takeoff weight in excess of class D aircraft, where a class C aircraft is an aircraft with a maximum certified takeoff weight greater than 12,500 lb and up to 300,000 lb and a class D aircraft is an aircraft with a maximum certified takeoff weight in excess of 300,000 lb Source: Federal Aviation Administration [5]

5:

operations with aircraft approach category A and B aircraft, an exit located between 1500 and 2000 ft from the landing threshold is recommended Planners often find that the runway configuration and the location of the terminal at the airport often preclude placing the exits at locations based on the foregoing analysis This is nothing to be alarmed about since it is far better to achieve good utilization of the exits than to be too concerned about a few seconds lost in occupancy time When locating exits it is important to recognize local conditions such as frequency of wet pavement or gusty winds It is far better to place the exits several hundred feet farther from the threshold than to have aircraft overshoot the exits a large amount of time The standard deviation in time required to reach exit speed is on the order of 2 or 3 s Therefore, if the exits were placed down the runway as much as two standard deviations from the mean, the loss in occupancy time would only be 4 to 6 s In planning exit locations at specific airports, one needs to consult with the airlines relative to the specific performance characteristics of the aircraft intended for use at the airport The total occupancy time of an aircraft can be roughly estimated using the following procedure The runway is divided into four components, namely, flight from threshold to touchdown of main gear, time required for nose gear to make contact with the pavement after the main gear has made contact, time required to reach exit velocity from the time the nose gear has made contact with the pavement and brakes have been applied, and time required for the aircraft to turn

FIGURE 5-2

off on to the taxiway and clear the runway For the first component it can be assumed that the touchdown speed is 5 to 8 kn less than the speed over the threshold The rate of deceleration in the air is about 25 ft/s2 The second component is about 3 s and the third component depends upon exit speed Time to turnoff from the runway will be on the order of 10 s Thus the total occupancy time in seconds can be approximated by Eq (6-8) Ri = Vot Vtd V Ve + 3 + td +t 2 a1 2 a2 (6-8)

PS >> >> >> > $claimsPrincipal = New-SPClaimsPrincipal -ClaimType ` "http://schemasmicrosoftcom/sharepoint/2009/08/claims/farmid" ` -ClaimProvider $claimprovider ` -ClaimValue "27ea4ca4-9a17-4a3a-b862-75dbe5a0f424"

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