260
14 CFR Ch. I (1–1–24 Edition)
§ 25.563
would cause the greatest likelihood of
the upper torso restraint system
(where installed) moving off the occu-
pant’s shoulder, and with the wings
level. Peak floor deceleration must
occur in not more than 0.09 seconds
after impact and must reach a min-
imum of 16g. Where floor rails or floor
fittings are used to attach the seating
devices to the test fixture, the rails or
fittings must be misaligned with re-
spect to the adjacent set of rails or fit-
tings by at least 10 degrees vertically
(
i.e., out of Parallel) with one rolled 10
degrees.
(c) The following performance meas-
ures must not be exceeded during the
dynamic tests conducted in accordance
with paragraph (b) of this section:
(1) Where upper torso straps are used
for crewmembers, tension loads in indi-
vidual straps must not exceed 1,750
pounds. If dual straps are used for re-
straining the upper torso, the total
strap tension loads must not exceed
2,000 pounds.
(2) The maximum compressive load
measured between the pelvis and the
lumbar column of the anthropomorphic
dummy must not exceed 1,500 pounds.
(3) The upper torso restraint straps
(where installed) must remain on the
occupant’s shoulder during the impact.
(4) The lap safety belt must remain
on the occupant’s pelvis during the im-
pact.
(5) Each occupant must be protected
from serious head injury under the con-
ditions prescribed in paragraph (b) of
this section. Where head contact with
seats or other structure can occur, pro-
tection must be provided so that the
head impact does not exceed a Head In-
jury Criterion (HIC) of 1,000 units. The
level of HIC is defined by the equation:
HIC
t
t
t
t
a t dt
t
t
=
−
(
)
−
(
)
⎡
⎣
⎢
⎢
⎤
⎦
⎥
⎥
⎧
⎨
⎪
⎩⎪
⎫
⎬
⎪
⎭⎪
∫
2
1
2
1
2 5
1
1
2
( )
.
max
Where:
t
1
is the initial integration time,
t
2
is the final integration time, and
a(t) is the total acceleration vs. time curve
for the head strike, and where
(t) is in seconds, and (a) is in units of gravity
(g).
(6) Where leg injuries may result
from contact with seats or other struc-
ture, protection must be provided to
prevent axially compressive loads ex-
ceeding 2,250 pounds in each femur.
(7) The seat must remain attached at
all points of attachment, although the
structure may have yielded.
(8) Seats must not yield under the
tests specified in paragraphs (b)(1) and
(b)(2) of this section to the extent they
would impede rapid evacuation of the
airplane occupants.
[Amdt. 25–64, 53 FR 17646, May 17, 1988]
§ 25.563
Structural ditching provi-
sions.
Structural strength considerations of
ditching provisions must be in accord-
ance with § 25.801(e).
F
ATIGUE
E
VALUATION
§ 25.571
Damage-tolerance and fatigue
evaluation of structure.
(a)
General. An evaluation of the
strength, detail design, and fabrication
must show that catastrophic failure
due to fatigue, corrosion, manufac-
turing defects, or accidental damage,
will be avoided throughout the oper-
ational life of the airplane. This eval-
uation must be conducted in accord-
ance with the provisions of paragraphs
(b) and (e) of this section, except as
specified in paragraph (c) of this sec-
tion, for each part of the structure that
could contribute to a catastrophic fail-
ure (such as wing, empennage, control
surfaces and their systems, the fuse-
lage, engine mounting, landing gear,
and their related primary attach-
ments). For turbojet powered air-
planes, those parts that could con-
tribute to a catastrophic failure must
also be evaluated under paragraph (d)
of this section. In addition, the fol-
lowing apply:
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261
Federal Aviation Administration, DOT
§ 25.571
(1) Each evaluation required by this
section must include—
(i) The typical loading spectra, tem-
peratures, and humidities expected in
service;
(ii) The identification of principal
structural elements and detail design
points, the failure of which could cause
catastrophic failure of the airplane;
and
(iii) An analysis, supported by test
evidence, of the principal structural
elements and detail design points iden-
tified in paragraph (a)(1)(ii) of this sec-
tion.
(2) The service history of airplanes of
similar structural design, taking due
account of differences in operating con-
ditions and procedures, may be used in
the evaluations required by this sec-
tion.
(3) Based on the evaluations required
by this section, inspections or other
procedures must be established, as nec-
essary, to prevent catastrophic failure,
and must be included in the Airworthi-
ness Limitations section of the In-
structions for Continued Airworthiness
required by § 25.1529. The limit of valid-
ity of the engineering data that sup-
ports the structural maintenance pro-
gram (hereafter referred to as LOV),
stated as a number of total accumu-
lated flight cycles or flight hours or
both, established by this section must
also be included in the Airworthiness
Limitations section of the Instructions
for Continued Airworthiness required
by § 25.1529. Inspection thresholds for
the following types of structure must
be established based on crack growth
analyses and/or tests, assuming the
structure contains an initial flaw of
the maximum probable size that could
exist as a result of manufacturing or
service-induced damage:
(i) Single load path structure, and
(ii) Multiple load path ‘‘fail-safe’’
structure and crack arrest ‘‘fail-safe’’
structure, where it cannot be dem-
onstrated that load path failure, par-
tial failure, or crack arrest will be de-
tected and repaired during normal
maintenance, inspection, or operation
of an airplane prior to failure of the re-
maining structure.
(b)
Damage-tolerance evaluation. The
evaluation must include a determina-
tion of the probable locations and
modes of damage due to fatigue, corro-
sion, or accidental damage. Repeated
load and static analyses supported by
test evidence and (if available) service
experience must also be incorporated
in the evaluation. Special consider-
ation for widespread fatigue damage
must be included where the design is
such that this type of damage could
occur. An LOV must be established
that corresponds to the period of time,
stated as a number of total accumu-
lated flight cycles or flight hours or
both, during which it is demonstrated
that widespread fatigue damage will
not occur in the airplane structure.
This demonstration must be by full-
scale fatigue test evidence. The type
certificate may be issued prior to com-
pletion of full-scale fatigue testing,
provided the Administrator has ap-
proved a plan for completing the re-
quired tests. In that case, the Air-
worthiness Limitations section of the
Instructions for Continued Airworthi-
ness required by § 25.1529 must specify
that no airplane may be operated be-
yond a number of cycles equal to
1
⁄
2
the
number of cycles accumulated on the
fatigue test article, until such testing
is completed. The extent of damage for
residual strength evaluation at any
time within the operational life of the
airplane must be consistent with the
initial detectability and subsequent
growth under repeated loads. The resid-
ual strength evaluation must show
that the remaining structure is able to
withstand loads (considered as static
ultimate loads) corresponding to the
following conditions:
(1) The limit symmetrical maneu-
vering conditions specified in § 25.337 at
all speeds up to V
c
and in § 25.345.
(2) The limit gust conditions speci-
fied in § 25.341 at the specified speeds up
to V
C
and in § 25.345.
(3) The limit rolling conditions speci-
fied in § 25.349 and the limit unsymmet-
rical conditions specified in §§ 25.367
and 25.427 (a) through (c), at speeds up
to V
C
.
(4) The limit yaw maneuvering condi-
tions specified in § 25.351(a) at the spec-
ified speeds up to V
C
.
(5) For pressurized cabins, the fol-
lowing conditions:
(i) The normal operating differential
pressure combined with the expected
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14 CFR Ch. I (1–1–24 Edition)
§ 25.581
external aerodynamic pressures applied
simultaneously with the flight loading
conditions specified in paragraphs
(b)(1) through (4) of this section, if they
have a significant effect.
(ii) The maximum value of normal
operating differential pressure (includ-
ing the expected external aerodynamic
pressures during 1 g level flight) multi-
plied by a factor of 1.15, omitting other
loads.
(6) For landing gear and directly-af-
fected airframe structure, the limit
ground loading conditions specified in
§§ 25.473, 25.491, and 25.493.
If significant changes in structural
stiffness or geometry, or both, follow
from a structural failure, or partial
failure, the effect on damage tolerance
must be further investigated.
(c)
Fatigue (safe-life) evaluation. Com-
pliance with the damage-tolerance re-
quirements of paragraph (b) of this sec-
tion is not required if the applicant es-
tablishes that their application for par-
ticular structure is impractical. This
structure must be shown by analysis,
supported by test evidence, to be able
to withstand the repeated loads of vari-
able magnitude expected during its
service life without detectable cracks.
Appropriate safe-life scatter factors
must be applied.
(d)
Sonic fatigue strength. It must be
shown by analysis, supported by test
evidence, or by the service history of
airplanes of similar structural design
and sonic excitation environment,
that—
(1) Sonic fatigue cracks are not prob-
able in any part of the flight structure
subject to sonic excitation; or
(2) Catastrophic failure caused by
sonic cracks is not probable assuming
that the loads prescribed in paragraph
(b) of this section are applied to all
areas affected by those cracks.
(e)
Damage-tolerance (discrete source)
evaluation. The airplane must be capa-
ble of successfully completing a flight
during which likely structural damage
occurs as a result of—
(1) Impact with a 4-pound bird when
the velocity of the airplane relative to
the bird along the airplane’s flight
path is equal to V
c
at sea level or 0.85V
c
at 8,000 feet, whichever is more critical;
(2) Uncontained fan blade impact;
(3) Uncontained engine failure; or
(4) Uncontained high energy rotating
machinery failure.
The damaged structure must be able to
withstand the static loads (considered
as ultimate loads) which are reason-
ably expected to occur on the flight.
Dynamic effects on these static loads
need not be considered. Corrective ac-
tion to be taken by the pilot following
the incident, such as limiting maneu-
vers, avoiding turbulence, and reducing
speed, must be considered. If signifi-
cant changes in structural stiffness or
geometry, or both, follow from a struc-
tural failure or partial failure, the ef-
fect on damage tolerance must be fur-
ther investigated.
[Amdt. 25–45, 43 FR 46242, Oct. 5, 1978, as
amended by Amdt. 25–54, 45 FR 60173, Sept.
11, 1980; Amdt. 25–72, 55 FR 29776, July 20,
1990; Amdt. 25–86, 61 FR 5222, Feb. 9, 1996;
Amdt. 25–96, 63 FR 15714, Mar. 31, 1998; 63 FR
23338, Apr. 28, 1998; Amdt. 25–132, 75 FR 69781,
Nov. 15, 2010; Amdt. No. 25–148, 87 FR 75710,
Dec. 9, 2022; 88 FR 2813, Jan. 18, 2023]
L
IGHTNING
P
ROTECTION
§ 25.581
Lightning protection.
(a) The airplane must be protected
against catastrophic effects from light-
ning.
(b) For metallic components, compli-
ance with paragraph (a) of this section
may be shown by—
(1) Bonding the components properly
to the airframe; or
(2) Designing the components so that
a strike will not endanger the airplane.
(c) For nonmetallic components,
compliance with paragraph (a) of this
section may be shown by—
(1) Designing the components to min-
imize the effect of a strike; or
(2) Incorporating acceptable means of
diverting the resulting electrical cur-
rent so as not to endanger the airplane.
[Amdt. 25–23, 35 FR 5674, Apr. 8, 1970]
Subpart D—Design and
Construction
G
ENERAL
§ 25.601
General.
The airplane may not have design
features or details that experience has
shown to be hazardous or unreliable.
The suitability of each questionable
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