Page 234 - Aeronautical Engineer Data Book
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190     Aeronautical Engineer’s Data Book
                         Notes:
                         * 50 x 20 R22 32 PR
                         * Pressure – 215 PSI (15.12 KG/CM SQ)
         100   Code B – CBR 10 (medium)
        Aircraft classification number (ACN)  60   Code A – CBR 15(high)  Notes:
            Code D – CBR 3 (ultra low)
               Code C – CBR 6 (low)
          80


          40
                             1.  ACN was calculated using
          20
                              ICAO ACN study group
                               determine main landing gear loading,
                              see sction 7.4.
                             3.  Percent weight on mainn landing gear: 93.8
          0                  2.  To alpha factors proposed by the
          300   350   400   450   500   550  600   650  700
                          1,000 LB
            150       200      250      300
                         (1,000 Kg)
                      Aircraft gross weight
      Fig. 11.20  Aircraft:airport compatibility – aircraft
      classification No.: flexible pavement. Data for Boeing
      777-200. Courtesy Boeing Commercial Airplane Group

      International (USA). These are referred to as
      hubbing  airports. At a hub, aircraft from a
      carrier arrive in waves, and passengers transfer
      between aircraft during the periods when these
      waves are on the ground. By using a hub-and-
      spoke design philosophy, airlines are able to
      increase the load factors on aircraft and to
      provide more frequent departures for passen­
      gers – at the cost, however, of inconvenient
      interchange at the hub.
      11.1.6 Airport capacity
      The various facilities at an airport are designed
      to cope adequately with the anticipated flow of
      passengers and cargo. At smaller single-runway
      airports, limits to capacity usually occur in the
      terminal areas, since the operational capacity of
      a single runway with adequate taxiways is quite
      large. When passenger volumes reach approxi­
      mately 25 million per year, a single runway is no
      longer adequate to handle the number of aircraft
      movements that take place during peak periods.
      At this point at least one additional runway,
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