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By explicitly specifying both the type and size of the array By explicitly specifying the type, but letting the size default to 10 By letting the type default to int and the size default to 10

enough to hold the output shaft still.) Apply a very low DC voltage to the motor a much lower voltage than what the motor will be run at. If you do not have a variable regulated DC power supply, one or two D-cell alkaline batteries should work. Now measure both the voltage and current going through the motor at the same time. The best accuracy occurs when you are measuring several hundred milliamps to several amps. The internal resistance, R, can be calculated by dividing the measured voltage, Vin, by the measured current, Iin:

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#include <iostream> using namespace std; int main() { cout.setf(ios::showpos); cout.setf(ios::scientific); cout << 123 << " " << 123.23 << "\n"; cout.precision(2); // two digits after decimal point cout.width(10); // in a field of 10 characters cout << 123 << " "; cout.width(10); // set width to 10 cout << 123.23 << "\n"; cout.fill('#'); cout.width(10); cout << 123 << " cout.width(10); cout << 123.23; return 0; } // fill using # // in a field of 10 characters "; // set width to 10

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Enfityl AttributeM Attribute1-2 Attribute1-3 Attribute1-4 Attribute1-5 D,C Entity2 Attribute2-1 Attribute2-2 Attribute2-3 Attribute2-4 Entity3 Attribute2-1 Attribute1-3

1 Critical reinforcement for the pier caps may be vulnerable to corrosion if the concrete is crushed and exposed to contaminants from leaking joints All such cracks shall be sealed with appropriate epoxy compounds If the cracking is caused by differential settlement, the situation shall be evaluated and corrected Cracks can be repaired by epoxy injection The location of the cracks shall be shown in the plans and marked in the eld 2 Crack repairs: The bridge inspection report may address needed spall repairs Medium to wide cracks in masonry must be sealed by using standard procedures for repairing concrete cracks and spalls such as patching or sealing Any missing mortar joints will be lled 3 Spall Repairs: Pier bent or column bent situations can be repaired by jacketing Repairs will be categorized on the contract documents.

creating it. To fine-tune the position of the selection, click inside the selection, and drag to the desired location. Continued . . .

On the ASBR that s NSSA, the area nssa command makes the device understand about this issue. Adding the default-information originate parameter causes the appliance, when it is an ASBR, to inject a default route into the NSSA area. The area default-cost command allows you to change the default cost of the default route.

Surface spalls of the concrete elements shall be cleaned to sound concrete and repaired with epoxy mortar If deteriorated concrete extends beyond the primary reinforcement, the concrete shall be removed to at least 1 inch below the reinforcement and repaired with either concrete (if space permits) or lifts of epoxy mortar An epoxy bonding compound shall be speci ed between the old and the new concrete and concrete lifts if needed 4 Reinforced and prestressed concrete girders: Compared to steel girders, concrete girders are more dif cult to strengthen If reinforcing bars and shear reinforcement is exposed, formwork may be used to recast concrete 5 A full matrix comparison will be developed to compare the alternatives for costs, optimum sizes of members (weights, depths, etc), ease for future inspections, constructability, fracture critical requirements, and structural details that will facilitate future widening Local noise ordinances will be checked 6.

Table 4-2. Data Store Object/Action and Typical Size (in Bytes)

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