Section 25.341 14 CFR Ch. I (1-1-19 Edition) H(W) = the frequency response function, determined by dynamic analysis, that re- Where - W = reduced frequency, radians per foot; and L = scale of turbulence = 2,500 ft. (3) The limit turbulence intensities, U, in feet per second true airspeed required for compliance with this paragraph are - (i) At airplane speeds between VB and VC: U = Uref Fg Where - spaschal on DSK3GDR082PROD with CFR Uref is the reference turbulence intensity that varies linearly with altitude from 90 fps (TAS) at sea level to 79 fps (TAS) at 24,000 feet and is then constant at 79 fps (TAS) up to the altitude of 60,000 feet. Fg is the flight profile alleviation factor defined in paragraph (a)(6) of this section; (ii) At speed VD: U is equal to 1-2 the values obtained under paragraph (b)(3)(i) of this section. (iii) At speeds between VC and VD: U is equal to a value obtained by linear interpolation. (2) Values of A must be determined according to the following formula: lates the loads in the aircraft structure to the atmospheric turbulence; and F(W) = normalized power spectral density of atmospheric turbulence given by - (iv) At all speeds, both positive and negative incremental loads due to continuous turbulence must be considered. (4) When an automatic system affecting the dynamic response of the airplane is included in the analysis, the effects of system non-linearities on loads at the limit load level must be taken into account in a realistic or conservative manner. (5) If necessary for the assessment of loads on airplanes with significant nonlinearities, it must be assumed that the turbulence field has a root-meansquare velocity equal to 40 percent of the U values specified in paragraph (b)(3) of this section. The value of limit load is that load with the same probability of exceedance in the turbulence field as AU of the same load quantity in a linear approximated model. (c) Supplementary gust conditions for wing-mounted engines. For airplanes equipped with wing-mounted engines, the engine mounts, pylons, and wing supporting structure must be designed 240 VerDate Sep<11>2014 12:50 Apr 30, 2019 Jkt 247046 PO 00000 Frm 00250 Fmt 8010 Sfmt 8010 Y:\SGML\247046.XXX 247046 ER11DE14.026 Where - Where - PL = limit load; PLSection1g = steady 1g load for the condition; A = ratio of root-mean-square incremental load for the condition to root-meansquare turbulence velocity; and U = limit turbulence intensity in true airspeed, specified in paragraph (b)(3) of this section. ER11DE14.025 rigid body motions. The limit loads must be determined for all critical altitudes, weights, and weight distributions as specified in Section 25.321(b), and all critical speeds within the ranges indicated in Section 25.341(b)(3). (1) Except as provided in paragraphs (b)(4) and (5) of this section, the following equation must be used: PL = PLSection1g Section UA