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Perrow, Charles, The Next Catastrophe: Reducing Our Vulnerabilities to Natural, Industrial, and Terrorist Disasters, Princeton University Press, Princeton, NJ, March 2007 Priority Repair Procedure, New Jersey Department of Transportation Bureau of Structural Evaluation, Trenton, NJ, January 2008 Rong, Alex, Structural Analysis of an Ancient Arch Bridge Using Modern Technology, Structures 2004 Building On The Past: Securing The Future, ASCE Structural Engineering Institute, Nashville, TN, May 2004 Shenton, III, Harry W, Michael J Chajes, William W Finch, Jr, Scott Hemphill and Rick Craig, Performance on a Historic 19th Century Wrought-Iron Through-Truss Bridge Rehabilitated Using Advanced Composites, Advanced Technology in Structural Engineering Proceedings of Structures Congress 2000, American Society of Civil Engineers, Philadelphia, PA, May 2000 Steel Bridge Design Handbook, 23, Corrosion, National Steel Bridge Alliance Survey Results of Bridge Maintenance Practices in the Midwest, Federal Highway Administration, Washington, DC, May 2000 Umphrey, J, Derek Beck, G.

manually or click Detect Cardinalities. Designer will check the cardinality box in the join statement and show the relationships in the structure pane. If your data is not clean and the cardinalities do not follow the typical one-to-many for one dimension to many facts, Detect Contexts will not work correctly. 6. Designer will present you with a list of names as proposed contexts. These contexts include all the joins in each part of the loop or one set of joins. The proposed context name comes from whichever table name is at the center of the join path, in this case SHOP_FACTS and PRODUCTION_PROMOTION_FACTS. Highlight both Candidate Contexts by CTRL-clicking and select Add to include the two new contexts in the universe.

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a b c f h i n o p s u v x y z To select everything in the sheet; equivalent to clicking on the corner where the column letter A and the row number 1 meet Apply bold type Copy Find Find and replace Apply italic type Insert new worksheet Open le Print Save Apply underline format Paste Cut Redo Undo

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Ed Ramey and Mary L Hughes, Rapid Replacement of Four GDOT Bridge Decks, Practical Periodical on Structural Design and Construction, Volume 12, No1, pp 48 58, February 2007 Zhou, Y E, Fatigue Problems in Steel Bridge Structures, Structures 2004 Building On The Past: Securing The Future, ASCE Structural Engineering Institute, Nashville, TN, May 2004..

Mizzen mounts, for boats with a second mast, raise the wind machine for greater output and decreased danger. In spite of the height, if an unbalanced machine is mounted near the midpoint of the mast, noise levels may be even greater than those for the pole mount. Blade distance from the mast is also important in reducing noise levels. Note that Fourwinds offers four different mizzen mounts. The four types of mizzen mounts differ chie y in the ability to swivel into the wind: 0 ( xed in forward direction), 180 , and 360 (unlimited). The xed mount is extremely limiting, being useful only when the boat is anchored or on a mooring. The 180 mount allows operation in all conditions except running downwind. This is a small disadvantage, however, since the apparent wind speed is reduced by the speed of the boat. If a lot of downwind sailing is contemplated, some wind machines (Fourwinds, Ferris, and Ampair) can be adapted to towing behind the boat.

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