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/ / Find optimal move int chooseMovei Side d , int & bestRow, int & bestcolumn, int alpha = HUMAN-WIN, int beta = COMPUTER-WIN, int depth = 0 ) ;

define the steps that should be taken if any given situation arises between the two parties agreeing to work together (As you can imagine, this document is usually rather long) In general, the master services agreement has the following content (Note: This list is not all encompassing): Parties to the agreement: This section defines the two legal entities that are agreeing to work together Statement of work: This section defines the role and legal obligations set forth in the statement of work Terms of compensation and reimbursement: This defines the legal obligations of both parties with regard to compensation and reimbursement in the event of both a completed and interrupted business relationship Nondisclosure agreement: This section defines the role of the nondisclosure agreement in the master agreement Relationship of parties: This section defines the type of legal relationship both parties are entering.

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Figure 1115 Changes to the TicTacToe class to incorporate transposition table and alpha-beta pruning

and thus, does not increase the load to the structure. Aqueduct structures provide an opportunity to test the concept of load duration, which is central to the design of timber structures. The Tohickon Aqueduct was bid in 1999 with J.D. Eckman, Inc. of Chester County, Pennsylvania, submitting the low bid of $3.1 million. Several timberframe companies that were heavily courted by the designers declined to submit a bid. Because the low bid exceeded the state s proposed budget, the Department of Conservation and Natural Resources was directed by the state to develop an alternative design in concrete. Again, on behalf of the Point Pleasant Community Association, Bill Collins petitioned the Department of Conservation and Natural Resources to consider a timber aqueduct. This time it would be a value engineered version of the rst design, bid as an alternative to a concrete structure designed by the department. Again, it agreed, on similar terms, that value engineering would proceed without funding from the state. As before, the Forest Service agreed to fund the engineering design with the condition that the project include ber-reinforced polymers to reduce cost. Fiberreinforced polymers were introduced as a research project of the Advanced Engineered Wood Composites Center at the University of Maine. The structural system was value engineered to reduce costs by simplifying details, remove requirements for traditional timber framer quali cations, and introduce more glued laminated timber into the project, in particular, for the two-hinged arches.

depth of the recursion, which is zero by default Presumably, the initial call to chooseMove involves only the first three parameters, and the last three

parameters are assigned their default values Figures 1116 and 1117 show the new chooseMoveAt line 12,we declare a POSition object, thisPositionWhen the time comes it will be placed in the transposition table This technique is not the most efficient because it involves making a copy of the board, but it is simple Moreover, a profiler shows that it is not excessively time consuming The constant object TABLE-DEPTH tells us how deep in the search to allow positions to be placed in the transposition table By experimenting we found that depth 5 was optimal Allowing positions at depth 6 to be saved hurt because the extra cost of maintaining the larger transposition table was not offset by the fewer examined positions Lines 18 to 25 are new If we are in the first call to chooseMove,we initialize the transposition table Otherwise, if we are at an appropriate depth, we determine whether the current position has been evaluated; if it has, we return its value The code has two tricks First, we can transpose only at depth 3 or higher, as Figure 1112 suggests The only other difference is

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2 1 22 23 24 25 26 27 28 29 30 3 1 32 33 34

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