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tsplr2s.clear(); Position pos2; double cash2 = a0; for(unsigned int i = 0; i < prices.size(); i++) { if(plr2s[i] != 0) { cash2 -= abs(plr2s[i]) * costs[i].cost(); cash2 += pos2.change(prices[i], costs[i].cost(), plr2s[i], i, k, tsplr2s); } double equity2 = pos2.openEquity(prices[i], k); double total2 = cash2 + equity2; cout << setw(4) << i << " " << setw(9) << setprecision(9) << prices[i] << " " << setw(5) << costs[i].cost() << " " << setw(4) << pps[i] << " " << setw(6) << plr1s[i] << " " << setw(6) << plr2s[i] << " " << setw(6) << pos2.contracts() << " " << setw(8) << cash2 << " "



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The calibration services of the national metrology laboratories and the laboratories accredited by COFRAC for calibration are responsible for performing calibrations that ensure traceability to the national standards. This traceability is guaranteed by the logos of the organizations that have accredited the calibration laboratories, COFRAC in France, SIT in Italy, and SCS in Switzerland (see 5). In addition, the LNE is responsible, together with COFRAC, for encouraging and coordinating the actions undertaken within the system of the calibration chains. The LNE, together with the national metrology laboratories (NML), defines the structure of the calibration chains and provides COFRAC with its scientific and technical competence. The principle structure of these chains is shown in Figure 2.3.

31. Distribution of drawdowns (typically not reported)

(6.10)

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to the resonance frequency, but actual resonance has to be avoided because it is an unstable condition. The rst order resonance frequency fres,0 of a single material cantilever beam is given by [63]: fres,0 = 2 i 4 E t E t = 0.16 2 3 l l2 (18.6)

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Both functions approach zero as t * , a reasonable result, because pure water flows in and mixture flows out. SECTION 4.4. Criteria for Critical Points. Stability, page 147 Purpose. Systematic discussion of critical points in the phase plane from the standpoints of both the geometrical shapes of trajectories and stability. Main Content Table 4.1 for the types of critical points Table 4.2 for the stability behavior Stability chart (Fig. 91), giving Tables 4.1 and 4.2 graphically Important Concepts Node, saddle point, center, spiral point Stable and attractive, stable, unstable Background Material. Sec. 2.4 (needed in Example 2). Short Courses. Since all these types of critical points already occurred in the previous section, one may perhaps present just a short discussion of stability. Some Details on Content The types of critical points in Sec. 4.3 now recur, and the discussion shows that they exhaust all possibilities. With the examples of Sec. 4.3 fresh in mind, the student will acquire a deeper understanding by discussing the stability chart and by reconsidering those examples from the viewpoint of stability. This gives the instructor an opportunity to emphasize that the general importance of stability in engineering can hardly be overestimated. Example 2, relating to the familiar free vibrations in Sec. 2.4, gives a good illustration of stability behavior, namely, depending on c, attractive stability, stability (and instability if one includes negative damping, with c 0, as it will recur in the next section in connection with the famous van der Pol equation).

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