13: Generics in C#.net

Printer code 128a in C#.net 13: Generics

1. Seven girders alternate: As required by the Turnpike Design Manual, a provision is made for MPT including safe demolition and deck replacement, in the future. The number of girders and spacing selected would make possible two lanes of traf c. Deck cutting (construction joint) will be allowed only at the middle of girder anges. Night windows for construction trucks and temporary materials may be required. Stage 1 Place temporary barrier on deck over girder G3 location to protect the side of the work zone with the precast concrete construction barrier, type 4. Shift traf c to the southern side of the road: Remove existing striping and place temporary traf c striping Create two adjacent 11-foot lanes in both directions Cut the existing northern deck and parapet as shown on the construction sections Remove the existing deck Construct the proposed northern side of the bridge including the new parapet. Stage 2 Move temporary barrier on the new deck by resetting the precast concrete construction barrier and creating one 11-foot lane. Restriping the roadway within the limits of the work Shift westbound (WB) traf c to the newly constructed northern side of the road Cut the existing deck between girders G3 and G5 as shown on the construction sections Remove the existing deck Construct the proposed middle side of the bridge. Stage 3 Place temporary barriers on the deck over girder G5 location to protect the side of the work zone with the precast concrete construction barrier. Shift eastbound (EB) traf c to the middle side of the road by removing existing striping and placing temporary traf c striping Create two adjacent 11-foot lanes in both directions Cut the existing southern deck and parapet as shown on the construction sections Remove the existing deck and parapet Construct the proposed southern side of the bridge with the new parapet. Stage 3A Remove the temporary precast concrete construction barrier. Install the new traf c markings and striping. Restore traf c to its original position with two lanes and shoulders. 2. Bridge opening height: The deck elevation is on a vertical curve, and a 4.8 percent transverse slope, maintaining the superelevation and roadway pro le, is required. Width: The proposed abutments will be placed approximately 9.5 ft from the existing abutments by increasing the bridge span by 19 feet. 3. Traf c control: The bridge will be constructed over virgin land. Traf c control or detour will not be applicable except for future widening or deck replacement. 4. Design speed: Maximum speed limit of 40 MPH is assumed for calculations for centrifugal forces acting on the deck superelevation. 5. Controlling design elements: Cross slopes: On ramp TN, the proposed cross slopes have been set at 4.8 percent at each lane. The recommended adjacent slope of 5 percent over 3-foot shoulder width is not doable. The difference of 0.2 percent at break of slope is applicable to 3-foot shoulder only and is 1 8 of an inch. Permitted construction tolerance is higher. Hence, uniform 4.8 percent cross slope will be used for deck construction.
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The first constructor builds an empty list with a default initial capacity. The second constructor builds a list that is initialized with the elements of the collection specified by c and with an initial capacity equal to the number of elements. The third constructor builds a list that has the specified initial capacity. The capacity grows automatically as elements are added to a List<T>. Each time the list must be enlarged, its capacity is increased. List<T> implements several interfaces, including IList<T>. The IList<T> interface extends ICollection<T>, IEnumerable<T>, and IEnumerable. The IList<T> interface defines the behavior of a generic collection that allows elements to be accessed via a zero-based index. In addition to the methods specified by the interfaces that it extends, IList<T> adds the methods shown here. If the collection is read-only, then the Insert( ) and RemoveAt( ) methods will throw a NotSupportedException.
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We have ( g f ) ( x) = g( f ( x) ) = g( x 2 1) . ( )
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