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Chapter 1 The Fundamentals
Chapter 2 The Semiconductor diode
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Chapter four Bipolar transistors
Chapter five box impression transistors
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Chapter 7 Fundamentals
Chapter eight quantity Systems
Chapter nine Binary information Manipulation
Chapter 10 Combinational good judgment Design
Chapter eleven Sequential good judgment Design
Chapter 12 Memory
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Chapter 15 Interfacing
Chapter sixteen DSP and electronic filters
Chapter 17 facing excessive velocity logic
Chapter 18 Bridging the space among Analog and Digital
Chapter 19 Op Amps
Chapter 20 Converters-Analog Meets Digital
Chapter 21 Sensors
Chapter 22 energetic filters
Chapter 23 Radio-Frequency (RF) Circuits
Chapter 24 sign Sources
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Chapter 26 worthwhile Circuits
Chapter 27 Programmable good judgment to ASICs
Chapter 28 complicated Programmable good judgment units (CPLDs)
Chapter 29 box Programmable Gate Arrays (FPGAs)
Chapter 30 layout Automation and checking out for FPGAs
Chapter 31 Integrating processors onto FPGAs
Chapter 32 enforcing electronic filters in VHDL
Chapter 33 Overview
Chapter 34 Microcontroller Toolbox
Chapter 35 Overview
Chapter 36 Specifications
Chapter 37 Off the shelf as opposed to roll your own
Chapter 38 enter and output parameters
Chapter 39 Batteries
Chapter forty structure and Grounding for Analog and electronic Circuits
Chapter forty-one Safety
Chapter forty two layout for Production
Chapter forty three Testability
Chapter forty four Reliability
Chapter forty five Thermal Management
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Additional resources for Engineering [US Army TM 5-104]
In contrast, Theater of Operations design uses surface ditching almost exclusively because of limited pipe supplies and the absence of storm sewer systems to collect runoff. Design the drainage system to remove surface water effectively from operating areas, to intercept and dispose of runoff from adjoining areas, to intercept and remove detrimental conditions of the selected design storm, and to minimize the effects of exceptionally adverse weather conditions. Consider the proposed use of the road.
42 BRIDGING Many varieties of standard railroad bridges are available through AFCS. Construction details and bills of material are shown in TM 5-302. General information on types and FM 5-104 construction procedures or criteria for standard railroad bridging is given in TM 5-312. Nonstandard railroad bridging can be constructed out of any available suitable material. The military situation rarely permits permanent railroad construction, hence semipermanent construction is generally used. up girders.
Alternate routing of highways over railroad bridges. ŽBypasses with a grade crossing around an overpass. ŽFords. Even though railroad detours usually cover greater distances than highway detours, the problem is reduced considerably when an alternate route is available to a serviceable bridge, or to a bridge that can be repaired under favorable circumstances. Detours and bypasses are usually of the following types: ŽAlternate routing over other existing bridges which have not been damaged. ŽAlternate routing over bridges with lesser damage or routing to other locations.