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8. Examine Figure 10-1. PC-A pings and is successful. PC-A pings and is successful. PC-A pings and is not successful. PC-A pings and is successful. What could be the issue with this scenario A. B. C. D. The hub is down. Switch-A is down. The DNS server is down. Router-A is down.
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The following procedures are developed through experience and are reported in literature: 1. Spalling of the abutment stem shall be repaired. Other alternatives, such as casting wall or other support beneath the cantilever, may be feasible and may offer a long-term solution. 2. Back wall deterioration: If the back wall is severely damaged beyond repair, it shall be replaced and a pavement relief joint installed. 3. Structural stability: Abutments on steep slopes are of concern. Such situations can be corrected by slope stabilization and the use of tie backs, replacement of the substructure unit, or by adding a span. 4. Deterioration of concrete at bridge seats requires attention and repairs. Stem and back wall repairs may be required. 5. Reusing existing abutments for new loads should be investigated by using the tieback system. Existing bridge seats for a two through Girder Bridge may need to be lowered for a slabbeam alternate when using shallower beams. Recasting of abutment cap to provide adequate seat width may be investigated. When raising of the alignment is required, the total retaining wall lengths at approaches need to be increased in order to make the proposed approach gradient same as the existing gradient. Use of quick setting concrete and other quick repair techniques at abutment seat, back wall and breast wall may be considered in the interest of saving time and costs.
Jitter (of channel clock period) <6.5%(DL or L0) or 8.5%(L1)b Channel bitrate Channel clock period Correctable burst error Symbol error rate Maximum local defects 66.000 Mbps 15 ns 7 mm <2 10-4 100 m (air bubble), 150 m (black spot) Counterclockwise to readout surface
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