650 CHAPTER 30 1953 Guide In cold weather no refrigerant is required iu the cooling coil,, and in hot weather no heating medium is circulated in the heating coil.
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828 CHAPTER 37 ' 1953 Guide': S nized that heat storage devices'may be used with-any of these systems, involving either a single or a duabheat source.
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1048 CHAPTER 49 1953 Guide FRICTION LOSS IN HEAD IN LBS.
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1120 1953 Guide ME'I'fcRS, Flow Williams Oil-O-Matic Div., Eureka .UHnrn^ Flnginopring hn liSSLiiM .
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130 CHAPTER 6 1954 Guide '* Physiological Response of Subjects Exposed to High Effective Temperatures and Elevated Mean Radiant Temperatures, by C.
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PLAINTIFF'S EXHIBIT Industrial Hygiene Digest INDUSTRIAL HEALTH NEWS LITERATURE ABSTRACTS MEDICAL ENGINEERING CHEMICAL TOXICOLOGICAL LEGAL > daciaiona and tianda MAY, 1954 (Vol. 18, No. 5) '3MED ':bces J-JN I 1954 S^N/STRIAL HYGIENE FOUNDATION MELLON INSTITUTE 4400 FIFTH AVENUE PITTSBURGH 13.
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612 CHAPTER 27 1954 Guide not heavier than extra-strong, assumes a maximum safe value of fiber stress of 16,000 psi.
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706 CHAPTER 32 1954 Guide appreciable, as in elbows of good design, it is customary to include the dynamic loss with the friction loss, thereby facilitating design calculations.
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910 CHAPTER 41 ' 1954 Guide Table 3. ..
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1026 CHAPTER 47 1954 Guide Periods of Drying1 A typical drying time curve for a wet solid is shown in Fig. 2.
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402 CHAPTER 16 1955 Guide return piping preventing return of condensation; (c) valve closed in return line; (d) connection of bottom of water column into a very active section or thin waterway; and (e) improper connections between boilers in battery permitting boiler with excess pressure to push returning condensation into boiler with lower pressure. 4.
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576 CHAPTER 24 1955 Guide Table 2.
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858 CHAPTER 37 1955 Guide of refrigerant entering the evaporator remains unchanged, but the leaving enthalpy increases and, hence, the refrigerating effect increases.
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1052 CHAPTER 47 1955 Guide < Fiber saturation point is the moisture content of cellular materials (wood, etc.) at which the cell walls are completely saturated while the cavities are liquid-free.
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68 CHAPTER 4 1956 Guide Replacing v by its equal g/gcp (where p is density in pounds weight per cubic foot) and rearranging, Equation 3 becomes -- dV* + - dp + dz + -- [Jdu + pdv -- Jdq + dW] = 0 2g p g (4) In the case of flow through a pipe, no outside work is performed so that dW = 0.
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