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1. Span lengths less than 40 feet: The various types of units and materials available for this span range include: deep lls, culverts, underpasses, tunnels, aluminum and steel plate pipes, masonry and concrete arches, and crossings due to corrosion concerns. Environmental and size constraints normally dictate the type of bridge to be selected. The latest speci cations and manufacturer s catalogues need to be consulted. Precast or cast-in-place reinforced concrete structures: Reinforced concrete structures for culverts and short span bridges consist of four-sided boxes, three-sided frames, and arch shapes. These structures are usually precast in segments and assembled in the eld. The precast segments are usually designed by a professional engineer employed by the contractor after award of the contract. Four-sided boxes have a maximum practical single-cell clear span of approximately 20 feet. Three-sided structures have a maximum practical clear span of approximately 50 feet. These units are supported on strip footings founded on rock or piles. A precast or cast-inplace, full-invert slab/footing unit can also be used. Both three-sided structures and precast arches can be used for many of the same situations identi ed for the larger pipes. In order
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A second advantage of ATM is the ability to maximize switching efficiency and bandwidth usage. In existing Time Division Multiplexed (TDM) networks, data is divided into octets and placed in fixed timeslots in the transmission stream. Such a framing structure provides only fixed-bandwidth services and is inefficient to switch. In an ATM network, the ATM layer uses a contiguous stream of fixed-length cells (Figure 10.1). Fixed-length cells enable faster switching, multiplexing, and bandwidth-on-demand. Cell switching and multiplexing systems are implemented directly into hardware instead of having to be manipulated in software. Each cell also contains addressing and control information, so that switching functions can also be implemented in hardware. From this architecture are coming increases in performance by an order of magnitude over older systems that use software to figure out where to route data. generate barcode to pdf
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Two network elements are consolidated into one. WDM and ADM network elements were eliminated. In their place the 10 Gbps packet rings provides more bandwidth with the number of devices so they can generate more revenue and reduce costs simultaneously. However, when traffic exceeds the 10 Gbps ring capacity, WDM is still planned as Layer1 transport to scale past 10 Gbps. Willtel can sell TDM or Data service interchangeably. The reduction of complexity of equipment and provisioning required to create a new service was important. In addition, services can be changed from circuit to data on the same device and often on the same port. This reduces the time it takes to deliver a new customer service while it increases the probability of competing successfully for new customers. Only one network is required whatever the mix of services. Historically, there have been 2 networks required to support both data and voice services. As the proportion of these two services changes, planning for upgrade and support of the services requires educated guesswork about when and where equipment will be needed. The new network supports both services interchangeably, there is never an imbalance between customer demand and carrier infrastructure. Customers can migrate from TDM to Ethernet with no change to the network. WilTel expects the mix of services between TDM and Ethernet to fluctuate over time, with Ethernet increasing and TDM decreasing. Because both services are efficiently supported on the same platform, customers can change their service mix over time without a negative impact on the CO equipment requirements. Statistical multiplexing gains enable higher revenues. The network was also built because of its efficient use of all bandwidth by best effort services when it is not being used for high priority services.
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Layer 7 class maps for HTTP allow you to match on additional criteria found in HTTP payloads, like the requests sent by the users and the responses from the servers, the URLs being accessed, the size and contents of the body of the message, and many other things. These can then be referenced in a layer 7 policy map where you can define your application layer policies. Here is the syntax for setting up a layer 7 class map for HTTP:
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Partition function for a two-state transition RMS (root-mean-square) end-to-end distance in a freely jointed chain Writhe = linking number twist Final velocity in terms of initial velocity, acceleration, and distance traveled Acceleration
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This is an easy differential equation to solve, but we will go through it in a bit of detail for readers who are new to the material or who are simply rusty. First we move all terms involving v to the left side of the equation and all other terms to the right side of the equation. This gives dv 1 = dt v RC If you look in an integral table you will nd that dx = ln x + C x Hence, ignoring the constant of integration and initial conditions (which will be put on the right side), if we integrate the left-hand side we obtain dv = ln v(t) v
an active/passive fashion, provide multiple URLs to the users to load-balance connections between multiple Access Gateway servers. When using this method of redundancy, remember the Access Gateway Client is required. This does not work with the Secure Access Application connection method. Also, the Access Gateway Client must make at least one successful connection to an Access Gateway server to obtain the list of failover servers. During the initial connection, the Access Gateway provides the failover list to the Secure Access Client. If the client loses the connection to the primary Access Gateway, it iterates through the list of Access Gateways in the failover list. If the primary Access Gateway fails, it waits for 20 seconds, and then goes to the failover list to attempt a new connection. The client performs a DNS lookup for the first failover Access Gateway and tries to connect to that server. If the first failover Access Gateway is unavailable, the client tries the next failover server. When the client successfully connects to a failover Access Gateway, the client is prompted to log on. In this scenario, the security certificates on all the Access Gateway servers must be unique and configured for each Access Gateway server s FQDN. To configure Access Gateway failover: 1. Click the Access Gateway Cluster tab, and then click the Failover Servers tab. 2. In Failover Server 1, Failover Server 2, and/or Failover Server 3, type the external IP address or the FQDN of the Access Gateway(s) to be used for failover operation. The Access Gateways are used for failover in the order listed. 3. In Port, type the port number. The default is 443. 4. Click Submit. DNS Multiple Host (A) Records Another solution for redundancy is to configure DNS to resolve a specific name to multiple Access Gateway servers. Most DNS servers can be configured to return the addresses in the same order or configured to round-robin the addresses. Modern web browsers, such as IE, attempt to use the multiple DNS records returned to the client when the first one in the list fails. This solution works for redundancy, but it is not ideal because the user is subject to DNS time-outs when failures occur.
Basic elements of the North American 24-channel frame. As discussed earlier, a T1 frame is composed of 24 multiplexed timeslots (see Figure 7.13) with a framing bit to signify the beginning of the frame. Each timeslot contains an 8-bit word. Each bit occupies 648 ns, meaning each timeslot is 5.2 s in duration. By adding 24 timeslots together, the total time of one T1 frame becomes 125 s. Each timeslot can contain either sampled voice or digital data. SF/D4 framing. Each T1 frame begins with a frame bit (see Figure 7.14), which enables the network to maintain synchronization and determines where the first timeslot begins. The D4 format uses every frame bit to verify frame synchronization; if two consecutive frame bits out of five are in error, the network equipment declares Frame Synchronization Loss. Subtracting the frame bits (8000 per second) from the T1 rate of 1.544 Mbps, the maximum payload rate is 1.536 Mbps for a full T1. Many users require only a fraction of that, which allows service providers to multiplex many users onto a single T1.
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5. Being able to align the coaching efforts with organizational requirements
The following folders are created in the user profile after the client is run for the first time: %USERPROFILE%\Application Data\ICAClient %USERPROFILE%\Application Data\ICAClient\Cache %USERPROFILE%\Application Data\ICAClient\Cache\ZLCache
EPL provides point-to-point connectivity using client data interfaces and has similar characteristics to legacy private lines. Namely, each connection has a standard set of attributes including traffic parameters such as CIR, EIR, CBS, and EBS. Furthermore, other attributes are also defined, including performance parameters (SLA packet delay, packet jitter, and packet loss), service priority, and security [13]. The EVPL service extends this definition via port-multiplexing; in other words, multiple virtual EPL connections can share an EPL connection. A simple means of provisioning EPL services is to interconnect client-side optical Ethernet ports using (leased/purchased) dark fiber routes or Ethernet over fiber (EoF), as shown in Figure 8.6. This native solution is limited to the reach of associated SMF 1310 nm Ethernet interfaces (see Optical Ethernet Interfaces), proprietary versions of which can extend to 100 km. At the data-plane level, this setup obviously provides hard QoS at full-rate Ethernet tributary speeds, for example, CIR = 100 Mbps, 1.0 Gpbs, 10 Gbps. Nevertheless, obtaining dark fiber routes between all endpoints is generally very costly and gives reduced service velocity from a range of days to weeks. Additionally EoF relegates all control and management to higher-layers, as shown in Figure 8.7.
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