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As the following equation shows, Speed 5 (Vt IaRa)/K4) Once again, Ia can be substituted for f, and the series motor speed equation can be rewritten as Speed 5 (Vt la(Ra + Rf))/Kla where Ra and Rf are the resistances of the armature and field, respectively. This shows that speed becomes very large as the current becomes small in a series motor a fact substantiated by Figure 6-3 s actual speed versus armature current graph. High rpms at no load is the series motor s Achilles heel. You need to make sure you are always in gear, have the clutch in, have a load attached, etc., because the series motor s tendency is to run away at no load. Just be aware of this and back off immediately if you hear a series motor rev up too fast. This technique is an interesting way to control series motor speed. You place an external resistor in parallel with the series motor field winding, in effect diverting part of its current through the resistor. Keep it to 50 percent or less of the total current (resistor values equal to or greater than 1.5 times the motor s field resistance). The byproduct is a speed increase of 20 to 25 percent at moderate torques without any instability in operation (hunting in rpm, etc.). Used in moderation, it s like getting something for nothing. Frank G. Willey, a member of the EAA, created the first pulse width modulated motor speed controller using silicon power transistors. He was recognized by the IEEE in the early 1980s for doing so. Offered in kit form or completely assembled and tested, the Model 9 had ratings of 450 amps for traction pack voltages from 24 to 120 volts. Today, most motor controllers

The STL Algorithms (continued)

Table 3.13 History of bridge failures due to lack of maintenance or neglect (management issues). U.S. Bridges Bridge over King s Slough River Point Pleasant Bridge Fulton Yates Bridge K&I Railroad Bridge Connecticut Turnpike Bridge (Mianus River) Location Near Fresno, California West Virginia Year 1947 1975 1967 Details of Failures Overloading from agricultural train Brittle failure of new steel Fatigue crack in eye bar chain suspension bridge Overloading during refurbishment Vehicle exceeding weight limit Corrosion of joint hangers (Gerber-joint), constraint stresses due to skew

Figure 5-13

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modeling experience of a seasoned user will not be that different from one software tool to the next. A greater concern is the ability to organize and manage the information that is collected in the BIM over the evolution of the project. Here also Revit is a serious contender, and even though it is particularly in the management of data that the modelers vary, all three are robust enough packages that it will take a lot of experience to understand which tool is the best for the specific projects and methods of a given design, management, or construction company. Revit, e.g., does not use layers to organize its model components. It is unique in this feature, and the jury is still out on whether that is actually a feature or a shortcoming. On one hand, simpler is better, or is it When a project becomes complex enough, it may just be an advantage to have additional means to sort its elements. It is useful to fully understand the nature of the tools used for these processes, so that solutions can be approached creatively and the characteristics of a specific tool do not become an obstacle. Revit is able to link to MS Project and exchange scheduling information bidirectionally. See Fig. 3.14. It appears that the components in the model can be linked to multiple Figure 3.14 Linking between the Revit model and scheduling software. (Images courtesy of Autodesk.)

Figure 16 - 5

TCP allows the regulation of the flow of segments, ensuring that one host doesn t flood another host with too many segments, overflowing its receiving buffer. TCP uses a sliding windowing mechanism to assist with flow control. For example, if the window size is 1, a host can send only one segment and must then wait for a corresponding acknowledgment before sending the next segment. If the window size

SOLUTION For the purposes of this problem, view A is considered more favorable than view B if it provides a greater sweep for the eyes. In other words, form the triangle with vertices (i) the eye of the viewer, (ii) the top of the tapestry, and (iii) the bottom of the tapestry (Fig. 6.27). Angle is the angle at the eye of the viewer. We want the viewer to choose her position so that the angle at the eye of the viewer is maximized.

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