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FIgure 9-9 Peptide bond dipoles contribute to the stability of the alpha helix.
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1. The Washington Department of Transportation (DOT) recently minimized traf c disruption on U.S. Interstate 5/South 38th Street interchange in Tacoma, WA, by using partial-depth precast concrete deck panels. 2. When the Virginia DOT needed to keep I-95 open during the James River Bridge replacement, the state used a prefabricated superstructure system for most of the bridge spans. The composite units consisted of a 222 mm concrete deck over steel girders that were fabricated at a nearby casting yard. Crews were able to cut the old bridge spans into segments and remove them, prepare the gaps for new composite unit, and then set new units in place during overnight operation. 3. The New Jersey DOT has used precast columns and caps on Route 322 and Route 50 intersections. In several successful accelerated bridge construction projects in Florida and Texas, pre-fabricated bridge pier components have been utilized, resulting in signi cant reductions in the construction schedule. 4. The development of high-speed computers, design software, and construction technology have revolutionized modern day repair signi cantly. The rapid growth in technology therefore needs to be addressed in detail. It needs to be directed toward redesign and reconstruction. 5. Use of HPS: Ali Khan designed bridges with HPS 70W hybrid girders in New Jersey recently. It allows longer spans and lighter girders. Shallower girders improve vertical under clearance, reduce number of girders to be constructed, eliminate painting, and weathering steel provides enhanced resistance to fracture. 6. Parapets: A variety of parapets besides New Jersey barriers are used. The NJDOT permits its contractors to use slip forms for increasing speed of construction, as done successfully on the Route I-195 & I-295 Interchange.
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typedef struct _heapinfo { int *_pentry; /* pointer to block */ int *__pentry;/* pointer to block */ size_t _size; /* size of block */ int _useflag; /* contains _USEDENTRY if block is in use -contains _FREEENTRY if not in use */ } _HEAPINFO;
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Downloaded from Digital Engineering Library @ McGraw-Hill ( Copyright 2004 The McGraw-Hill Companies. All rights reserved. Any use is subject to the Terms of Use as given at the website.
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Example 1: How much power can you expect from a wind machine of 5-foot (1.52 m) blade diameter, 30% ef ciency, and 12-foot height in protected harbors in New England in summer and the Florida Keys in winter Answer 1: Both locations have average wind power of about 100 W/m2 at 33-foot height. Assuming harbor locations, at 12-foot height (Figure 12.8) the available power is 60% of the power at 33 feet. Therefore, Watts = = = kWh/yr = = = Ah/day = = = 0.24 D2 P 0.24 1.522 0.6 100 33 watts 2.10 D2 P 2.10 1.522 0.6 100 292 kilowatt-hours 0.44 D2 P 0.44 1.522 0.6 100 61 Ah
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class IncThread { int num; public Thread Thrd; public IncThread(string name, int n) { Thrd = new Thread(this.Run); num = n; Thrd.Name = name; Thrd.Start(); } // Entry point of thread. void Run() { Console.WriteLine(Thrd.Name + " is waiting for the mutex."); // Acquire the Mutex. SharedRes.Mtx.WaitOne(); Console.WriteLine(Thrd.Name + " acquires the mutex."); do { Thread.Sleep(500); SharedRes.Count++; Console.WriteLine("In " + Thrd.Name + ", SharedRes.Count is " + SharedRes.Count); num--; } while(num > 0); Console.WriteLine(Thrd.Name + " releases the mutex."); // Release the Mutex. SharedRes.Mtx.ReleaseMutex(); } } // This thread decrements SharedRes.Count. class DecThread { int num; public Thread Thrd; public DecThread(string name, int n) { Thrd = new Thread(new ThreadStart(this.Run)); num = n; Thrd.Name = name; Thrd.Start(); } // Entry point of thread. void Run() { Console.WriteLine(Thrd.Name + " is waiting for the mutex.");
The causes of functionally obsoleteness include: 1. 2. 3. 4. 5. 6. 7. Substandard travel lane width. Lack of shoulder and median. Inadequate stopping sight distance. Sharp horizontal alignment. Sharp vertical pro le/cross slope. Low design speed. Substandard guardrail. Such bridges need to be replaced irrespective of their excellent structural condition.
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