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Book - School of Science and Technology

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26 The building in winterTable 2.2 ContinuedPitched ro<strong>of</strong>sDomestic <strong>and</strong> commercialTiles on battens, ro<strong>of</strong>ing felt <strong>and</strong> rafters, bare plasterboard ceiling below joists 2.6Tiles on battens, ro<strong>of</strong>ing felt <strong>and</strong> rafters, 50 glass fibre mat between joists,plasterboard ceiling below 0.6Tiles on battens, ro<strong>of</strong>ing felt <strong>and</strong> rafters, 100 glass fibre matbetween joists, plaster ceiling below 0.35IndustrialCorrugated double-skin decking with 25 glass fibre mat 1.1Calculation <strong>of</strong> a U valueThe wide range <strong>of</strong> constructions currently encountered, built up from the many compositeelements available, <strong>of</strong>ten requires that transmittance coefficients (U values) arecalculated from first principles. For example, consider a curtain wall constructioncomprising:Outside 40 mm thick pre-cast concrete panelAir gap 25 mm wideInsulation 50 mm glass fibre slabInside 75 mm lightweight concrete block yPlaster 13 mm lightweightThe resistances, from the physical data provided in Tables 1.1, 2.1 <strong>and</strong> 2.3, may besummated as follows:Outside surface, R so ˆ 0:06Concrete panel (1/1:4) (40/1000) ˆ 0:029Air space, R a ˆ 0:18Insulation (1/0:035) (50/1000) ˆ 1:43Concrete block (1/0:22) (75/1000) ˆ 0:34Plaster (1/0:16) (20/1000) ˆ 0:125Inside surface, R si ˆ 0:12<strong>and</strong> thusU ˆ 1/2:28 ˆ 0:44 W/m 2 KR ˆ 2:284 m 2 K/WSurface temperaturesIt is <strong>of</strong>ten necessary, for a variety <strong>of</strong> reasons, to establish either a surface or an interfacetemperature for some form <strong>of</strong> composite construction. The temperature gradient acrossthe structure may be plotted, as shown in Figure 2.2, using the resistances <strong>of</strong> the variouselements, with the simple case <strong>of</strong> an unplastered <strong>and</strong> uninsulated 210 brick wally0.19 (from Table 1.1) ‡15% for s<strong>and</strong>/cement joints ˆ 0:22 W/m K.

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