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Smaller MPLS-enabled nodes provide the U-PE layer for L2 VPNs and a pseudowire access layer toward the L3 VPN PEs (this requires pseudowire into VRF capability at the L3 VPN PEs). Layer 2 Ethernet switches provide access to the MPLS network, acting as 802.1ad Provider Bridges.

return name.CompareTo(b.name); } } class IComparableDemo { static void Main() { ArrayList inv = new ArrayList(); // Add elements to the list. inv.Add(new Inventory("Pliers", 5.95, 3)); inv.Add(new Inventory("Wrenches", 8.29, 2)); inv.Add(new Inventory("Hammers", 3.50, 4)); inv.Add(new Inventory("Drills", 19.88, 8)); Console.WriteLine("Inventory list before sorting:"); foreach(Inventory i in inv) { Console.WriteLine(" " + i); } Console.WriteLine(); // Sort the list. inv.Sort(); Console.WriteLine("Inventory list after sorting:"); foreach(Inventory i in inv) { Console.WriteLine(" " + i); } } }

Property int Count { get; } bool IsSynchronized { get; } Meaning The number of items currently held in the collection. Is true if the collection is synchronized and false if it is not. By default, collections are not synchronized. It is possible, though, to obtain a synchronized version of most collections. An object upon which the collection can be synchronized.

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is a string. You have seen examples of strings in many of the WriteLine( ) statements in the preceding sample programs. In addition to normal characters, a string literal can also contain one or more of the escape sequences just described. For example, consider the following program. It uses the \n and \t escape sequences.

Ill 10-19

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This program creates a base class called Base and two derived classes, called Derived1 and Derived2. Base declares a method called Who( ), and the derived classes override it. Inside the Main( ) method, objects of type Base, Derived1, and Derived2 are declared. Also, a reference of type Base, called baseRef, is declared. The program then assigns a reference to each type of object to baseRef and uses that reference to call Who( ). As the output shows, the version of Who( ) executed is determined by the type of object being referred to at the time of the call, not by the class type of baseRef. It is not necessary to override a virtual method. If a derived class does not provide its own version of a virtual method, then the one in the base class is used. For example:

Carry out weekly review and conflict resolution. Match coordination sequence and layout to construction sequence planning. Map team member 3D software compatibility (resulting in a matrix showing compatibility of file format and items modeled). Cocreate a coordination schedule (3D coordination work stream diagram).

Deck placement sequence: For large deck areas, a symmetric pattern of pouring needs to be followed. 1. Maximum de ections during construction shall be computed. Undue de ection may adversely affect deck drainage. 2. Longitudinal reinforcement in concrete will be adequate in area to limit tensile stress in concrete. This may happen when fresh concrete is poured adjacent to hardened concrete, which may already be subjected to tensile stress. Concrete tension shall be restricted to less than 0.9 times modulus of rupture. 3. fc value will be based on the actual age of concrete at the time of construction. 4. During deck replacement operation in one lane, with live load on adjacent lanes, an increase in de ection and stress needs to be checked for asymmetry. 5. Deck placement sequence shall preferably follow a checkered pattern. Suf cient time shall elapse between adjacent casts to prevent damage to new concrete. 6. Formwork may be made up of trough or folded metal deck, plywood, or precast panel. Stayin-place formwork need not be removed except at overhangs. 7. Overhang brackets: Triangular frame brackets to support formwork for overhangs are commonly used. The formwork in turn supports rails for moving trolleys lled with concrete. Typical spacing for frames is 2 to 3 feet centers. A space frame analysis is required to evaluate forces being transferred to the fascia web. The fascia girder shall be checked for lateral ange bending stress, rotation, and de ection from weight of a moving trolley, wet concrete, and construction equipment. The connection of bracket diagonal members to the fascia girder web shall be avoided to prevent web damage. Instead, a connection to the lower ange shall be made.

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