AIRPORT PLANNING MANUAL 7.3. MAXIMUMPAVEMENTLOADS LEGEND: V =MAXIMUM VERTICAL NOSE GEAR GROUND LOAD AT MOST FORWARD C.G. NG V =MAXIMUM VERTICAL MAIN GEAR GROUND LOAD AT MOST FORWARD C.G. MG H=MAXIMUM HORIZONTAL GROUND LOAD FROM BRAKING NOTE: ALL LOADS CALCULATED USING AIRCRAFT MAXIMUM RAMP WEIGHT H V V NG MG V V (PER STRUT) H(PER STRUT) NG MG MAXIMUM STEADY STEADY INSTANTANEOUS RAMP STATIC AT MOST BRAKING STATIC AT MOST BRAKING BRAKING MODEL WEIGHT FORWARD C.G. WITH AFT C.G. WITH (FRICTION DECELERATION OF DECELERATION OF COEF. OF 0.8) 3,0 m/sec2 3,0 m/sec2 LR, SU 37360 kg 4888 kg 6994 kg 17546 kg 5090 kg 11870 kg OR SE (82365 lb) (10776 lb) (15419 lb) (38682 lb) (11221 lb) (26169 lb) STD 36150 kg 4922 kg 6961 kg 16976 kg 4924 kg 11480 kg (79697 lb) (10851 lb) (15346 lb) (37426 lb) (10855 lb) (25309 lb) EM170APM070013C.DGN Maximum Pavement Loads Figure 7.2 EFFECTIVITY: ALL Section 7 Page 7-3 Jul 01/05 w-apm1346