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AC 150/5300-45 CHG 2 <br />* <br />4/11/78 <br />b. Performance information from Airplane Flight Manuals was selectively <br />grouped and used to develop the runway length curves in Figures 4-1 <br />and 4-2. The major parameters utilized for the development of these <br />curves were the landing and takeoff distances for Figure 4-1 and the <br />landing, takeoff, and accelerate -stop distances for Figure 4-2. The <br />following conditions were used in developing the curves: <br />(1) <br />(2) <br />(3) <br />Zero headwind component. <br />Maximum certificated takeoff and landing weights. <br />Optimum flap setting for the shortest runway length (normal <br />operation). <br />c. Airport elevation and temperature were left variable. Other factors, <br />such as relative humidity and runway gradient, also have a variable <br />effect on runway length but are not accounted for in certification. <br />These other factors were accounted for in the runway length curves <br />by increasing the takeoff or landing distance (whichever was longer) <br />of the group's most demanding airplane by 10 percent for the <br />various combinations of elevation and temperature. <br />* 14. OTHER CONSIDERATIONS. In most cases, Figure 4-1 or 4-2 should be used <br />for determining the runway length at a utility airport. However, the <br />airport planner should consider the following conditions which could <br />have an effect on the runway length for a particular airport. <br />a. Although the curves present runway lengths for elevations up to <br />9,000 feet (2 743 m),some of the airplanes listed in the <br />example grouping in Figure 2-1 are not capable of operating at <br />high altitudes without modification. Therefore, special care <br />must be exercised in adaptation of these curves to the critical <br />airplane or group of airplanes for operations at higher elevations. <br />* b. FAR Part 135 imposes the following operational requirements on <br />operations conducted under this part. <br />Page 12 <br />Airplanes having a seating configuration of 10 passenger seats <br />or more must consider the accelerate -stop distance in <br />computing the required runway length. <br />The operators of airplanes type certificated prior to <br />July 19, 1970, and having a seating configuration of 10 <br />passenger seats or more are permitted to utilize an overrun <br />distance equal to that required to stop the airplane from a <br />ground speed of 35 knots (40 miles per hour) in computing their <br />accelerate -stop distance. This provision of FAR Part 135 may <br />be accommodated by providing a full 200-foot (60 m) runway <br />safety area beyond the runway end. <br />Chap 4 <br />Par 13 <br />