Tyre Pressure(psi) Maximum Braking Coefficient (tyre-to-ground) 50 () ( ) ( ) ( ) () μt/gMAX =⋅−⋅+⋅−⋅+⋅+⋅0 147 100 1 05 100 2 673 100 2 683 100 0 403 100 0 859 5 4 3 2 V V V V V 100 () ( ) ( ) ( ) () μt/gMAX =⋅−⋅+⋅−⋅+⋅+⋅0 1106 100 0 813 100 2 13 100 2 20 100 0 317 100 0 807 5 4 3 2 V V V V V 200 () ( ) ( ) ( ) () μt/gMAX = ⋅−⋅+⋅−⋅+⋅+ 0 0498 100 0 398 100 1 14 100 1 285 100 0 140 100 0 701 5 4 3 2 V V V V V . 300 () ( ) ( ) ( ) () μt/gMAX =⋅−⋅+⋅−⋅−⋅+⋅0 0314 100 0 247 100 0 703 100 0 779 100 0 00954 100 0 614 5 4 3 2 V V V V V Figure 2 1-B-7 Annex to ED Decision 2008/006/R Amendment 5 CS-25 BOOK 1 (e) Except as provided in sub-paragraph (f)(1) of this paragraph, means other than wheel brakes may be used to determine the accelerate-stop distance if that means – (1) Is safe and reliable; (2) Is used so that consistent results can be expected under normal operating conditions; and (3) Is such that exceptional skill is not required to control the aeroplane. (f) The effects of available reverse thrust – (1) Must not be included as an additional means of deceleration when determining the accelerate-stop distance on a dry runway; and (2) May be included as an additional means of deceleration using recommended reverse thrust procedures when determining the accelerate-stop distance on a wet runway, provided the requirements of sub-paragraph (e) of this paragraph are met. (See AMC 25.109(f).) (g) The landing gear must remain extended throughout the accelerate-stop distance. (h) If the accelerate-stop distance includes a stopway with surface characteristics substantially different from those of the runway, the take-off data must include operational correction factors for the accelerate-stop distance. The correction factors must account for the particular surface characteristics of the stopway and the variations in these characteristics with seasonal weather conditions (such as temperature, rain, snow and ice) within the established operational limits. (i) A flight test demonstration of the maximum brake kinetic energy accelerate-stop distance must be conducted with not more than 10% of the allowable brake wear range remaining on each of the aeroplane wheel brakes. CS 25.111 Take-off path (See AMC 25.111) (a) The take-off path extends from a standing start to a point in the take-off at which the aeroplane is 457 m (1500 ft) above the take-off surface, or at which the transition from the take-off to the en-route configuration is completed and VFTO is reached, whichever point is higher. In addition – (1) The take-off path must be based on the procedures prescribed in CS 25.101(f); (2) The aeroplane must be accelerated on the ground to VEF, at which point the critical engine must be made inoperative and remain inoperative for the rest of the take-off; and (3) After reaching VEF, the aeroplane must be accelerated to V2. (b) During the acceleration to speed V2, the nose gear may be raised off the ground at a speed not less than VR. However, landing gear retraction may not be begun until the aeroplane is airborne. (See AMC 25.111(b).) (c) During the take-off path determination in accordance with sub-paragraphs (a) and (b) of this paragraph – (1) The slope of the airborne part of the take-off path must be positive at each point; (2) The aeroplane must reach V2 before it is 11 m (35 ft) above the take-off surface and must continue at a speed as close as practical to, but not less than V2 until it is 122 m (400 ft) above the take-off surface; (3) At each point along the take-off path, starting at the point at which the aeroplane reaches 122 m (400 ft) above the take-off surface, the available gradient of climb may not be less than – (i) 1·2% for two-engined aeroplanes; (ii) 1·5% for three-engined aeroplanes; and (iii) 1·7% for four-engined aeroplanes, (4) The aeroplane configuration may not be changed, except for gear retraction and automatic propeller feathering, and no change in power or thrust that requires action by the pilot may be made, until the aeroplane is 122 m (400 ft) above the take-off surface; and (5) If CS 25.105(a)(2) requires the takeoff path to be determined for flight in icing conditions, the airborne part of the take-off must be based on the aeroplane drag: (i) With the “Take-off Ice” accretion defined in Appendix C, from a height of 11 m (35 ft) above the take-off surface up to the point where the aeroplane is 122 m (400 ft) above the take-off surface; and (ii) With the “Final Take-off Ice” accretion defined in Appendix C, from the point where the aeroplane is 122 m (400 ft) above the take-off surface to the end of the take-off path. (d) The take-off path must be determined by a continuous demonstrated take-off or by synthesis 1-B-8 Annex to ED Decision 2008/006/R Amendment 5 CS-25 BOOK 1 from segments. If the take-off path is determined by the segmental method – (1) The segments must be clearly defined and must relate to the distinct changes in the configuration, power or thrust, and speed; (2) The weight of the aeroplane, the configuration, and the power or thrust must be constant throughout each segment and must correspond to the most critical condition prevailing in the segment; (3) The flight path must be based on the aeroplane’s performance without ground effect; and (4) The take-off path data must be checked by continuous demonstrated take-offs up to the point at which the aeroplane is out of ground effect and its speed is stabilised, to ensure that the path is conservative to the continuous path. The aeroplane is considered to be out of the ground effect when it reaches a height equal to its wing span. (e) Not required for CS–25. [Amdt. No.:25/3] CS 25.113 Take-off distance and takeoff run (a) Take-off distance on a dry runway is the greater of – (1) The horizontal distance along the take-off path from the start of the take-off to the point at which the aeroplane is 11 m (35 ft) above the take-off surface, determined under CS 25.111 for a dry runway; or (2) 115% of the horizontal distance along the take-off path, with all engines operating, from the start of the take-off to the point at which the aeroplane is 11 m (35 ft) above the take-off surface, as determined by a procedure consistent with CS 25.111. (See AMC 25.113(a)(2), (b)(2) and (c)(2).) (b) Take-off distance on a wet runway is the greater of – (1) The take-off distance on a dry runway determined in accordance with sub-paragraph (a) of this paragraph; or (2) The horizontal distance along the take-off path from the start of the take-off to the point at which the aeroplane is 4,6 m (15 ft) above the take-off surface, achieved in a manner consistent with the achievement of V2 before reaching 11 m (35 ft) above the take-off surface, determined under CS 25.111 for a wet runway. (See AMC 113(a)(2), (b)(2) and (c)(2).) (c) If the take-off distance does not include a clearway, the take-off run is equal to the take-off distance. If the take-off distance includes a clearway – (1) The take-off run on a dry runway is the greater of – (i) The horizontal distance along the take-off path from the start of the takeoff to a point equidistant between the point at which VLOF is reached and the point at which the aeroplane is 11 m (35 ft) above the take-off surface, as determined under CS 25.111 for a dry runway; or (ii) 115% of the horizontal distance along the take-off path, with all engines operating, from the start of the take-off to a point equidistant between the point at which VLOF is reached and the point at which the aeroplane is 11 m (35 ft) above the take-off surface, determined by a procedure consistent with CS 25.111. (See AMC 25.113(a)(2), (b)(2) and (c)(2).) (2) The take-off run on a wet runway is the greater of – (i) The horizontal distance along the take-off path from the start of the takeoff to the point at which the aeroplane is 4,6 m (15 ft) above the take-off surface, achieved in a manner consistent with the achievement of V2 before reaching 11 m (35 ft) above the take-off surface, determined under CS 25.111 for a wet runway; or (ii) 115% of the horizontal distance along the take-off path, with all engines operating, from the start of the take-off to a point equidistant between the point at which VLOF is reached and the point at which the aeroplane is 11 m (35 ft) above the take-off surface, determined by a procedure consistent with CS 25.111. (See AMC 25.113(a)(2).) CS 25.115 Take-off flight path (a) The take-off flight path must be considered to begin 11 m (35 ft) above the take-off surface at the end of the take-off distance determined in accordance with CS 25.113 (a) or (b) as appropriate for the runway surface condition. (b) The net take-off flight path data must be determined so that they represent the actual take-off flight paths (determined in accordance with 1-B-9 |