AIRPORT PLANNING MANUAL 2 TIRES H38x13-18 AT 8.86 kg/cm (126 psi) 40000 WEIGHT ON MAIN 16000 LANDING GEAR 14000 30000 kg (lb) 12000 33064 (72894) 10000 20000 31400 (69225) 29336 (64675) 26892 (59287) 8000 19398 (42765) 6000 EQUIVALENT SINGLE WHEEL LOAD - (lb)10000 EQUIVALENT SINGLE WHEEL LOAD - (kg) 3 4 5 6 7 8 9 10 20 30 40 50 60 708090 10 20 30 40 100 FLEXIBLE PAVEMENT THICKNESS - h (cm) 100 LCN - LOAD CLASSIFICATION NUMBER 5 7 89 20 30 2 346 10 FLEXIBLE PAVEMENT THICKNESS - h (in.) NOTES: EQUIVALENT SINGLE WHEEL LOADS ARE DERIVED BY METHODS SHOWN IN ICAO AERODROME MANUAL. PART 2, PAR. 4.1.3 EM170APM070018.DGN Flexible Pavement Requirements - LCN Method Figure 7.6 EFFECTIVITY: EMBRAER 170 STD ACFT Section 7 MODEL Page 7-9 Dec08/03 b-apm1346