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Bridge temperature

Figure 11 is a block diagram of a typical temperature detection circuit. This represents a balanced bridge temperature detection circuit that has been modified to eliminate the galvanometer. [Pg.32]

And, as before, at the heat transfer steady-state condition with minimum power, at constant bridge temperature the power equals the heat transfer,... [Pg.343]

For the determination of the uniform temperature component, the national maps with isotherms of minimum and maximum shade air temperatures based on fifty years return period need to be developed in all the CEN Member States. The characteristic values of the uniform temperatures can be determined from the diagram based on the linear relationship between the extreme shade air temperature and efifective bridge temperature given in EN 1991-1-5 (2003). This diagram should be verified for national conditions taking into accoimt the specific ranges of daily temperatures recommended in the Background document (1999) to the preliminary Eurocode ENV 1991-2-5 (1997). [Pg.1353]

It will be noted that these HDT values lie in the range 34 to 48 C which for many civil engineering applications may not be much in excess of anticipated maximum service temperatures. For example, on the soffits of concrete bridges temperature extremes in the UK may lie between -20 °C and +38 °C (25). In steel bridges maximum temperature extremes of 60 to 65 "C may occur locally and this is one reason why single part hot cure epoxy products which have higher Tg values of the order of 100 °C and more are preferred in such situations. [Pg.64]

Emerson, M. Extreme values of bridge temperatures for design purposes, TRRL Report LR 744, Crowthorne, 1976. [Pg.310]

Transverse seismic load = 1241 kips Bridge temperature displacement = 2.0 in... [Pg.146]

The support width will be Nj, = 23.6 in. Add 3 in required temperature movement, the total required support width equals to 26.5 in. The required minimum support width for seismic case equals to the sum of bridge seismic displacement, bridge temperature displacement, and the reserved edge displacement (usually 4 in). In this example, this requirement equals to 14 in, not in control. Based on the 26.5 in minimum requirement, the design uses 30 in, OK. A preliminary abutment configuration is shown in Figure 6.14 based on the given information and calculated support width. [Pg.146]

Simulations act as a bridge in another sense between theory and experiment (see figure B3.3.2. We can test a theory using idealized models, conduct thought experiments , and clarify what we measure in the laboratory. We may also carry out simulations on the computer tliat are difficult or impossible in the laboratory (for example, working at extremes of temperature or pressure). [Pg.2240]

Halides. Gold(III) chloride [13453-07-1] can be prepared directiy from the elements at 200°C (167). It exists as the chlotine-bridged dimer, Au2Clg ia both the soHd and gas phases under an atmospheric pressure of chlorine at temperatures below 254°C. Above this temperature ia a chlorine atmosphere or at lower temperatures ia an iaert atmosphere, it decomposes first to AuCl [10294-29-8] and then to gold. The monochloride is only metastable at room temperature and slowly disproportionates to gold(0) and gold(III) chloride. The disproportionation is much more rapid ia water both for AuCl and the complex chloride, [AuCy, formed by iateraction with metal chlorides ia solution. [Pg.386]

Iron(III) fluoride ttihydrate [15469-38-2] FeF3-3H2 0, crystallizes from 40% HF solution ia two possible crystalline forms. At low temperature the a-form, which is isostmctural with a-AlF 3H2O, is favored. High temperatures favor P-FeF 3H2O, the stmcture of which consists of fluoride-bridged octahedra with one water of hydration per unit cell. [Pg.436]

Zinc acetate catalyst produces essentially 100% o-methylol phenol (8) in the first step. The second step gives an approximately equal quantity of 2,2 -(5, 45%) and 2,4 -diphenyhnethylene (6, 45%) bridges, indicating Htde chelate-directing influence. In addition, a small quantity (10%) of methylene ether units (9) (diben2yl ether) is observed at moderate reaction temperature. [Pg.295]


See other pages where Bridge temperature is mentioned: [Pg.396]    [Pg.293]    [Pg.293]    [Pg.293]    [Pg.456]    [Pg.396]    [Pg.293]    [Pg.293]    [Pg.293]    [Pg.456]    [Pg.25]    [Pg.348]    [Pg.21]    [Pg.653]    [Pg.2887]    [Pg.142]    [Pg.144]    [Pg.92]    [Pg.408]    [Pg.473]    [Pg.164]    [Pg.6]    [Pg.195]    [Pg.330]    [Pg.67]    [Pg.306]    [Pg.328]    [Pg.24]    [Pg.467]    [Pg.440]    [Pg.440]    [Pg.441]    [Pg.27]    [Pg.402]    [Pg.296]    [Pg.403]    [Pg.451]    [Pg.24]    [Pg.27]    [Pg.298]    [Pg.465]    [Pg.490]    [Pg.491]    [Pg.253]    [Pg.253]   
See also in sourсe #XX -- [ Pg.64 , Pg.138 ]




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