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Router(config)# ip access-list standard|extended ACL_name Router(config-{std|ext}-acl)# remark remark TABLE 14.4 There are no standards for acceptable levels of the performance parameters listed below. What is acceptable for one network may not be on another because of the number of attached stations, the amount and type of data traffic, and many other factors. However, these guidelines can be applied for many typical FDDI network implementations. Earnings commitment: For income producers, the company commits to the commission percentage. For sales representatives, the company is making a commitment to the target earnings opportunity. Funding: Funding for income producers commissions comes from revenue production. For sales representatives, incentive compensation is cross-funded by the plan participants. For sales representatives, the target pay is reallocated among the participants with better performers making more than the target incentive pay for the job and less effective performers making less than the target incentive pay. BDAV Organizational Structure BDMV Presentation Data Paths and Subpaths BD-ROM Application Types 6-3 6-4 6-5 6-7 6-8 6-9 public void ShowStyle() { Console.WriteLine("Triangle is " + Style); } } class Shapes { static void Main() { Triangle t1 = new Triangle(); Triangle t2 = new Triangle(); t1.Width = 4.0; t1.Height = 4.0; t1.Style = "isosceles"; t2.Width = 8.0; t2.Height = 12.0; t2.Style = "right"; Console.WriteLine("Info for t1: "); t1.ShowStyle(); t1.ShowDim(); Console.WriteLine("Area is " + t1.Area()); Console.WriteLine(); Console.WriteLine("Info for t2: "); t2.ShowStyle(); t2.ShowDim(); Console.WriteLine("Area is " + t2.Area()); } } California, Texas, Virginia, Michigan, Minnesota, and Utah were identi ed as being among the highest consumers as well as large suppliers of RCA. The author was associated with a highway embankment project in North Jersey utilizing RCA for structural ll, which is made abundantly available from demolition of debris. This resulted in cost saving from the transportation of tons of wasted but good quality aggregates. Procedure for RCA reuse: RCA is generally obtained as debris from defunct bridge structures/decks, retaining walls, sidewalks, and curbs that are being removed from service. Concrete can be crushed to a desired gradation. The material is cleaned of unwanted material like bricks, wood, steel, ceramics, and glass. The aggregate must be clean, without absorbed chemicals, clay coatings, and other ne materials in concentrations that could alter the hydration and bond of the cement paste. Resource conservation: Several factors can be considered in this category. Reduced land disposal and dumping: The use of recycled concrete pavement eliminates the development of waste stockpiles of concrete. Recycled material can be used within the same metropolitan area, which can lead to a decrease in energy consumption from hauling and producing aggregate. It can help improve air quality through reduced transportation source emissions. Conservation of virgin aggregate: Many European countries have placed a tax on the use of virgin aggregates. This process is being used as an incentive to recycle aggregates. New concrete made with RCA typically has good workability, durability, and resistance to saturated freeze-thaw action. Aggregate composed of recycled concrete generally has a lower speci c gravity and a higher absorption than conventional gravel aggregate. Lack of widespread reliable data on aggregate substitutes can hinder its use. To design consistent, durable recycled aggregate concrete, more testing is required to account for variations in the aggregate properties. Also, recycled aggregate generally has a higher absorption and a lower speci c gravity than conventional aggregate. Aggregate typically accounts for 70 to 80 percent of concrete volume. Aggregates can have a signi cant effect on the cost of the concrete mixture. As the cost of quarrying for aggregates continues to rise, it makes engineering sense to preserve natural aggregate for future use. Aggregate plays a substantial role in determining concrete s: Workability. Strength. Dimensional stability. Durability. Research has revealed that the 7-day and 28-day compressive strengths of RCA are generally lower than values for conventional concrete. Recycled aggregates may be contaminated with residual quantities of sulfate from contact with sulfate rich soil and chloride ions from marine exposure. Concrete made with RCA has at least two-thirds the compressive strength and modulus of elasticity of natural aggregate concrete. The compressive strength varies with the compressive strength of the original concrete and the water-cement ratio of the new concrete. FHWA conducted a review on the uses of (RCA) and its advantages. The angularity of RCA: Helps to increase structural strength in the base, resulting in improved load carrying capacity. Residual cementation provides a strong, durable platform from which to build upon.
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