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FAA FAR Part 23 C
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In
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Subpart C--Structure
General
23.301 Loads.
23.302 Canard or tandem wing configurations.
23.303 Factor of safety.
23.305 Strength and deformation.
23.307 Proof of structure.
Flight Loads
23.321 General.
23.331 Symmetrical flight conditions.
23.333 Flight envelope.
23.335 Design airspeeds.
23.337 Limit maneuvering load factors.
23.341 Gust loads factors.
23.343 Design fuel loads.
23.345 High lift devices.
23.347 Unsymmetrical flight conditions.
23.349 Rolling conditions.
23.351 Yawing conditions.
23.361 Engine torque.
23.363 Side load on engine mount.
23.365 Pressurized cabin loads.
23.367 Unsymmetrical loads due to engine failure.
23.369 Rear lift truss.
23.371 Gyroscopic and aerodynamic loads.
23.373 Speed control devices.
Control Surface and System
Loads
23.391 Control surface loads.
23.393 Loads parallel to hinge line.
23.395 Control system loads.
23.397 Limit control forces and torques.
23.399 Dual control system.
23.405 Secondary control system.
23.407 Trim tab effects.
23.409 Tabs.
23.415 Ground gust conditions.
Horizontal
Stabilizing and Balancing Surfaces
23.421 Balancing loads.
23.423 Maneuvering loads.
23.425 Gust loads.
23.427 Unsymmetrical loads.
Vertical
Surfaces
23.441 Maneuvering loads.
23.443 Gust loads.
23.445 Outboard fins or winglets.
Ailerons, Wing Flaps,
and Special Devices
23.455 Ailerons.
23.459 Special devices.
Ground Loads
23.471 General.
23.473 Ground load conditions and assumptions.
23.477 Landing gear arrangement.
23.479 Level landing conditions.
23.481 Tail down landing conditions.
23.483 One-wheel landing conditions.
23.485 Side load conditions.
23.493 Braked roll conditions.
23.497 Supplementary conditions for tail wheels.
23.499 Supplementary conditions for nose wheels.
23.505 Supplementary conditions for ski-planes.
23.507 Jacking loads.
23.509 Towing loads.
23.511 Ground load; unsymmetrical loads on multiple-wheel
units.
Water Loads
23.521 Water load conditions.
23.523 Design weights and center of gravity positions.
23.525 Application of loads.
23.527 Hull and main float load factors.
23.529 Hull amd main float landing conditions.
23.531 Hull and main float takeoff condition.
23.533 Hull and main float bottom pressures.
23.537 Sewing loads.
Emergency Landing
Conditions
23.561 General.
23.562 Emergency landing dynamic conditions.
Fatigue
Evaluation
23.571 Metallic pressurized cabin structures.
23.572 Metallic wing, empennage, and associated
structures.
23.573 Damage tolerance and fatigue evaluation of
structure.
23.574 Metallic damage tolerance and fatigue evaluation of
commuter category airplanes.
23.575 Inspections and other procedures.
Authority: 49 U.S.C. 106(g), 40113, 44701-44702,
44704.
Source: Docket No. 4080, 29 FR 17955, Dec. 18. 1964; 30 FR
258, Jan. 9, 1965, unless otherwise noted.
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General:
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Sec. 23.301 Loads.
(a) Strength requirements are specified in terms of limit
loads (the maximum loads to be expected in service) and
ultimate loads (limit loads multiplied by prescribed factors
of safety). Unless otherwise provided, prescribed loads are
limit loads.
(b) Unless otherwise provided, the air, ground, and water
loads must be placed in equilibrium with inertia forces,
considering each item of mass in the airplane. These loads
must be distributed to conservatively approximate or closely
represent actual conditions. Methods used to determine load
intensities and distribution on canard and tandem wing
configurations must be validated by flight test measurement
unless the methods used for determining those loading
conditions are shown to be reliable or conservative on the
configuration under consideration.
(c) If deflections under load would significantly change
the distribution of external or internal loads, this
redistribution must be taken into account.
(d) Simplified structural design criteria may be used if
they result in design loads not less than those prescribed
in Secs. 23.331 through 23.521. For conventional,
single-engine airplanes with design weights of 6,000 pounds
or less, the design criteria of Appendix A of this part are
an approved equivalent of Secs. 23.321 through 23.459. If
Appendix A is used, the entire Appendix must be substituted
for the corresponding sections of this part.
[Doc. No. 4080, 29 FR 17955, Dec. 18, 1964; 30 FR
258, Jan. 9, 1965, as amended by Amdt. 23-28, 47 FR 13315,
Mar. 29, 1982; Amdt. 23-42, 56 FR 352, Jan. 3, 1991]
Sec. 23.302 Canard or tandem wing
configurations.
The forward structure of a canard or tandem wing
configuration must:
(a) Meet all requirements of subpart C and subpart D of
this part applicable to a wing; and
(b) Meet all requirements applicable to the function
performed by these surfaces.
[Doc. No. 25811, 56 FR 352, Jan. 3, 1991]
Sec. 23.303 Factor of
safety.
Unless otherwise provided, a factor of safety of 1.5 must
be used.
Sec. 23.305 Strength and
deformation.
(a) The structure must be able to support limit loads
without detrimental, permanent deformation. At any load up
to limit loads, the deformation may not interfere with safe
operation.
(b) The structure must be able to support ultimate loads
without failure for at least three seconds, except local
failures or structural instabilities between limit and
ultimate load are acceptable only if the structure can
sustain the required ultimate load for at least three
seconds. However when proof of strength is shown by dynamic
tests simulating actual load conditions, the three second
limit does not apply.
[Doc. No. 4080, 29 FR 17955, Dec. 18, 1964; 30 FR
258, Jan. 9, 1965, as amended by Amdt. No. 23-45, 58 FR
42160, Aug. 6, 1993]
Sec. 23.307 Proof of
structure.
(a) Compliance with the strength and deformation
requirements of Sec. 23.305 must be shown for each critical
load condition. Structural analysis may be used only if the
structure conforms to those for which experience has shown
this method to be reliable. In other cases, substantiating
load tests must be made. Dynamic tests, including structural
flight tests, are acceptable if the design load conditions
have been simulated.
(b) Certain parts of the structure must be tested as
specified in Subpart D of this part.
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Flight
Loads:
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Sec. 23.321 General.
(a) Flight load factors represent the ratio of the
aerodynamic force component (acting normal to the assumed
longitudinal axis of the airplane) to the weight of the
airplane. A positive flight load factor is one in which the
aerodynamic force acts upward, with respect to the
airplane.
(b) Compliance with the flight load requirements of this
subpart must be shown--
(1) At each critical altitude within the range in which
the airplane may be expected to operate;
(2) At each weight from the design minimum weight to the
design maximum weight; and
(3) For each required altitude and weight, for any
practicable distribution of disposable load within the
operating limitations specified in Secs. 23.1583 through
23.1589.
(c) When significant, the effects of compressibility must
be taken into account.
[Doc. No. 4080, 29 FR 17955, Dec. 18, 1964; 30 FR
258, Jan. 9, 1965, as amended Amdt. No. 23-45, 58 FR 42160,
Aug. 6, 1993]
Sec. 23.331 Symmetrical flight
conditions.
(a) The appropriate balancing horizontal tail load must
be accounted for in a rational or conservative manner when
determining the wing loads and linear inertia loads
corresponding to any of the symmetrical flight conditions
specified in Secs. 23.333 through 23.341.
(b) The incremental horizontal tail loads due to
maneuvering and gusts must be reacted by the angular inertia
of the airplane in a rational or conservative manner.
(c) Mutual influence of the aerodynamic surfaces must be
taken into account when determining flight loads.
[Doc. No. 4080, 29 FR 17955, Dec. 18, 1964, as
amended by Amdt. 23-42, 56 FR 352, Jan. 3, 1991]
Sec. 23.333 Flight
envelope.
(a) General. Compliance with the strength
requirements of this subpart must be shown at any
combination of airspeed and load factor on and within the
boundaries of a flight envelope (similar to the one in
paragraph (d) of this section) that represents the envelope
of the flight loading conditions specified by the
maneuvering and gust criteria of paragraphs (b) and (c) of
this section respectively.
(b) Maneuvering envelope. Except where limited by
maximum (static) lift coefficients, the airplane is assumed
to be subjected to symmetrical maneuvers resulting in the
following limit load factors:
(1) The positive maneuvering load factor specified in
Sec. 23.337 at speeds up to VD;
(2) The negative maneuvering load factor specified in
Sec. 23.337 at VC; and
(3) Factors varying linearly with speed from the
specified value at VC to 0.0 at VD for the normal and
commuter category, and --1.0 at VD for the acrobatic and
utility categories.
(c) Gust envelope.
(1) The airplane is assumed to be subjected to
symmetrical vertical gusts in level flight. The resulting
limit load factors must correspond to the conditions
determined as follows:
(i) Positive (up) and negative (down) gusts of 50 f.p.s.
at VC must be considered at altitudes between sea level and
20,000 feet. The gust velocity may be reduced linearly from
50 f.p.s. at 20,000 feet to 25 f.p.s. at 50,000 feet.
(ii) Positive and negative gusts of 25 f.p.s. at VD must
be considered at altitudes between sea level and 20,000
feet. The gust velocity may be reduced linearly from 25
f.p.s. at 20,000 feet to 12.5 f.p.s. at 50,000 feet.
(iii) In addition, for commuter category airplanes,
positive (up) and negative (down) rough air gusts of 66
f.p.s. at VB must be considered at altitudes between sea
level and 20,000 feet. The gust velocity may be reduced
linearly from 66 f.p.s. at 20,000 feet to 38 f.p.s. at
50,000 feet.
(2) The following assumptions must be made:
(i) The shape of the gust is--
Ude 2(Pi)s U ----
(1 - cos ---- ) 2 25C
Where--
s Distance penetrated into gust (ft.); C Mean geometric
chord of wing (ft.); and Ude Þrived gust velocity
referred to in subparagraph (1) of this section.
(ii) Gust load factors vary linearly with speed between
VC and VD .
(d) Flight envelope.
[ ...Illustration appears here... ]
Flight Envelope
[Doc. No. 4080, 29 FR 17955, Dec. 18, 1964, as
amended by Amdt. 23-7, 34 FR 13087, Aug. 13, 1969; Amdt.
23-34, 52 FR 1829, Jan. 15, 1987]
Sec. 23.335 Design
airspeeds.
Except as provided in paragraph (a) (4) of this section,
the selected design airspeeds are equivalent airspeeds
(EAS).
(a) Design cruising speed, VC. For VC the
following apply:
(1) VC (in knots) may not be less than--
(i) 33 W/S (for normal, utility, and commuter category
airplanes); and
(ii) 36<radical>W/S (for acrobatic category
airplanes).
(2) For values of W/S more than 20, the multiplying
factors may be decreased linearly with W/S to a value of
28.6 where W/S 0.
(3) VC need not be more than 0.9 VH at sea level.
(4) At altitudes where an MD is established, a cruising
speed MC limited by compressibility may be selected.
(b) Design dive speed VD. For VD, the following
apply:
(1) VD/MD may not be less than 1.25 VC/MC; and
(2) With VC min, the required minimum design cruising
speed, VD (in knots) may not be less than--
(i) 1.40 Vc min (for normal and commuter category
airplanes);
(ii) 1.50 VC min (for utility category airplanes);
and
(iii) 1.55 VC min (for acrobatic category airplanes).
(3) For values of W/S more than 20, the multiplying
factors in paragraph (b)(2) of this section may be decreased
linearly with W/S to a value of 1.35 where W/S 0.
(4) Compliance with paragraphs (b) (1) and (2) of this
section need not be shown if VD/MD is selected so that the
minimum speed margin between VC/MC and VD/MD is the greater
of the following:
(i) The speed increase resulting when, from the initial
condition of stabilized flight at VC/MC, the airplane is
assumed to be upset, flown for 20 seconds along a flight
path 7.5 deg. below the initial path, and then pulled up
with a load factor of 1.5 (0.5 g. acceleration increment).
At least 75 percent maximum continuous power for
reciprocating engines, and maximum cruising power for
turbines, or, if less, the power required for VC/MC for both
kinds of engines, must be assumed until the pullup is
initiated, at which point power reduction and
pilot-controlled drag devices may be used.(ii) Mach 0.05 (at
altitudes where an MD is established).
(c) Design maneuvering speed VA. For VA, the
following applies:
(1) VA may not be less than VS<radical>n
where--
(i) VS is a computed stalling speed with flaps retracted
at the design weight, normally based on the maximum airplane
normal force coefficients, CNA; and
(ii) n is the limit maneuvering load factor used in
design (2) The value of VA need not exceed the value of VC
used in design.
(d) Simplified structural design criteria may be used if
they result in design loads not less than those prescribed
in Secs. 23.331 through 23.521. For airplane configurations
described in appendix A, Sec. 23.1, the design criteria of
appendix A of this part are an approved equivalent of Secs.
23.321 through 23.459. If appendix A of this part is used,
the entire appendix must be substituted for the
corresponding sections of this part.
[Doc. No. 4080, 29 FR 17955, Dec. 18, 1964, as
amended by Amdt. 23-7, 34 FR 13088, Aug. 13, 1969; Amdt.
23-16, 40 FR 2577, Jan. 14, 1975; Amdt. 23-34, 52 FR 1829,
Jan. 15, 1987; Amdt. 23-24, 52 FR 34745, Sept. 14, 1987;
Amdt. 23-48, 61 FR 5143, Feb. 9, 1996]
Sec. 23.337 Limit maneuvering load
factors.
(a) The positive limit maneuvering load factor n may not
be less than--
(1) 2.1+(24,000**(W+10,000)) for normal and commuter
category airplanes, where WÞsign maximum takeoff
weight, except that n need not be more than 3.8;
(2) 4.4 for utility category airplanes; or
(3) 6.0 for acrobatic category airplanes.
(b) The negative limit maneuvering load factor may not be
less than--
(1) 0.4 times the positive load factor for the normal
utility and commuter categories; or
(2) 0.5 times the positive load factor for the acrobatic
category.
(c) Maneuvering load factors lower than those specified
in this section may be used if the airplane has design
features that make it impossible to exceed these values in
flight.
[Doc. No. 4080, 29 FR 17955, Dec. 18, 1964, as
amended by Amdt. 23-7, 34 FR 13088, Aug. 13, 1969; Amdt.
23-34, 52 FR 1829, Jan. 15, 1987; Amdt. 23-48, 61 FR 5144,
Feb. 9, 1996]
Sec. 23.341 Gust loads
factors.
(a) Each airplane must be designed to withstand loads on
each lifting surface resulting from gusts specified in Sec.
23.333(c).
(b) The gust load for a canard or tandem wing
configuration must be computed using a rational analysis, or
may be computed in accordance with paragraph (c) of this
section, provided that the resulting net loads are shown to
be conservative with respect to the gust criteria of Sec.
23.333(c).
(c) In the absence of a more rational analysis, the gust
load factors must be computed as follows--
KgUdeVa n 1 + ------------ 498(W/S)
Where--
Kg0.88micro-g/5.3+micro-ggust alleviation factor;
micro-g2(W/S)/<rho>Cagairplane mass ratio;
UdeÞrived gust velocities referred to in Sec.
23.333(c) (f.p.s.); <rho>Þnsity of air
(slugs/cu.ft.); W/SWing loading (p.s.f.) due to the
applicable weight of the airplane in the particular load
case. C Mean geometric chord (ft.); g ¨celeration due
to gravity (ft./sec.**2) V Airplane equivalent speed
(knots); and a Slope of the airplane normal force
coefficient curve CNA per radian if the gust loads are
applied to the wings and horizontal tail surfaces
simultaneously by a rational method. The wing lift curve
slope CL per radian may be used when the gust load is
applied to the wings only and the horizontal tail gust loads
are treated as a separate condition.
[Amdt. 23-7, 34 FR 13088, Aug. 13, 1969, as amended
by Amdt. 23-42, 56 FR 352, Jan. 3, 1991; Amdt. 23-48, 61 FR
5144, Feb. 9, 1996]
Sec. 23.343 Design fuel
loads.
(a) The disposable load combinations must include each
fuel load in the range from zero fuel to the selected
maximum fuel load.
(b) If fuel is carried in the wings, the maximum
allowable weight of the airplane without any fuel in the
wing tank(s) must be established as "maximum zero wing fuel
weight," if it is less than the maximum weight.
(c) For commuter category airplanes, a structural reserve
fuel condition, not exceeding fuel necessary for 45 minutes
of operation at maximum continuous power, may be selected.
If a structural reserve fuel condition is selected, it must
be used as the minimum fuel weight condition for showing
compliance with the flight load requirements prescribed in
this part and--
(1) The structure must be designed to withstand a
condition of zero fuel in the wing at limit loads
corresponding to:
(i) Ninety percent of the maneuvering load factors
defined in Sec. 23.337, and
(ii) Gust velocities equal to 85 percent of the values
prescribed in Sec. 23.333(c).
(2) The fatigue evaluation of the structure must account
for any increase in operating stresses resulting from the
design condition of paragraph (c)(1) of this section.
(3) The flutter, deformation, and vibration requirements
must also be met with zero fuel in the wings.
[Amdt. 23-48, 61 FR 5144, Feb. 9, 1996]
Sec. 23.345 High lift
devices.
(a) If flaps or similar high lift devices are to be used
for takeoff, approach or landing, the airplane, with the
flaps fully extended at VF, is assumed to be subjected to
symmetrical maneuvers and gusts within the range determined
by--
(1) Maneuvering, to a positive limit load factor of 2.0;
and
(2) Positive and negative gust of 25 feet per second
acting normal to the flight path in level flight.
(b) VF must be assumed to be not less than 1.4 VS or 1.8
VSF, whichever is greater, where--
(1) VS is the computed stalling speed with flaps
retracted at the design weight; and
(2) VSF is the computed stalling speed with flaps fully
extended at the design weight.
(3) If an automatic flap load limiting device is used,
the airplane may be designed for the critical combinations
of airspeed and flap position allowed by that device.
(c) In determining external loads on the airplane as a
whole, thrust, slipstream, and pitching acceleration may be
assumed to be zero.
(d) The flaps, their operating mechanism, and their
supporting structures, must be designed to withstand the
conditions prescribed in paragraph (a) of this section. In
addition, with the flaps fully extended at VF, the following
conditions, taken separately, must be accounted for:
(1) A head-on gust having a velocity of 25 feet per
second (EAS), combined with propeller slipstream
corresponding to 75 percent of maximum continuous power;
and
(2) The effects of propeller slipstream corresponding to
maximum takeoff power.
[Amdt. 23-48, 61 FR 5144, FEb. 9, 1996]
Sec. 23.347 Unsymmetrical flight
conditions.
(a) The airplane is assumed to be subjected to the
unsymmetrical flight conditions of Secs. 23.349 and 23.351.
Unbalanced aerodynamic moments about the center of gravity
must be reacted in a rational or conservative manner,
considering the principal masses furnishing the reacting
inertia forces.
(b) Acrobatic category airplanes certified for flick
maneuvers (snap roll) must be designed for additional
asymmetric loads acting on the wing and the horizontal
tail.
[Docket No. 4080, 29 FR 17955, Dec. 18, 1964, as
amended by Amdt. 23-48, 61 FR 5144, Feb. 9, 1996]
Sec. 23.349 Rolling
conditions.
The wing and wing bracing must be designed for the
following loading conditions:
(a) Unsymmetrical wing loads appropriate to the category.
Unless the following values result in unrealistic loads, the
rolling accelerations may be obtained by modifying the
symmetrical flight conditions in Sec. 23.333(d) as
follows:
(1) For the acrobatic category, in conditions A and F,
assume that 100 percent of the semispan wing airload acts on
one side of the plane of symmetry and 60 percent of this
load acts on the other side.
(2) For normal, utility, and commuter categories, in
Condition A, assume that 100 percent of the semispan wing
airload acts on one side of the airplane and 75 percent of
this load acts on the other side.
(b) The loads resulting from the aileron deflections and
speeds specified in Sec. 23.455, in combination with an
airplane load factor of at least two thirds of the positive
maneuvering load factor used for design. Unless the
following values result in unrealistic loads, the effect of
aileron displacement on wing torsion may be accounted for by
adding the following increment to the basic airfoil moment
coefficient over the aileron portion of the span in the
critical condition determined in Sec. 23.333(d):
<Delta>cm--0.01<delta>
where--
<Delta>cm is the moment coefficient increment; and
<delta> is the down aileron deflection in degrees in
the critical condition.
[Doc. No. 4080, 29 FR 17955, Dec. 18, 1964, as
amended by Amdt. 23-7, 34 FR 13088, Aug. 13, 1969; Amdt.
23-34, 52 FR 1829, Jan. 15, 1987; Amdt. 23-48, 61 FR 5144,
Feb. 9, 1996]
Sec. 23.351 Yawing
conditions.
The airplane must be designed for yawing loads on the
vertical surfaces resulting from the loads specified in
Secs. 23.441 through 23.445.
[Doc. No. 4080, 29 FR 17955, Dec. 18, 1964, as
amended by Amdt. 23-42, 56 FR 352, Jan. 3, 1991]
Sec. 23.361 Engine
torque.
(a) Each engine mount and its supporting structure must
be designed for the effects of--
(1) A limit engine torque corresponding to takeoff power
and propeller speed acting simultaneously with 75 percent of
the limit loads from flight condition A of Sec.
23.333(d);
(2) A limit engine torque corresponding to maximum
continuous power and propeller spped acting simultaneously
with the limit loads from flight condition A of Sec.
23.333(d); and
(3) For turbopropeller installations, in addition to the
conditions specified in paragraphs (a)(1) and (a)(2) of this
section, a limit engine torque corresponding to takeoff
power and propeller speed, multiplied by a factor accounting
for propeller control system malfunction, including quick
feathering, acting simultaneously with lg level flight
loads. In the absence of a rational analysis, a factor of
1.6 must be used.
(b) For turbine engine installations, the engine mounts
and supporting structure must be designed to withstand each
of the following:
(1) A limit engine torque load imposed by sudden engine
stoppage due to malfunction or structural failure (such as
compressor jamming).
(2) A limit engine torque load imposed by the maximum
acceleration of the engine.
(c) The limit engine torque to be considered under
paragraph (a) of this section must be obtained by
multiplying the mean torque by a factor of--
(1) 1.25 for turbopropeller installations;
(2) 1.33 for engines with five or more cylinders; and
(3) Two, three, or four, for engines with four, three, or
two cylinders, respectively.
[Amdt. 23-26, 45 FR 60171, Sept. 11, 1980, as amended
by Amdt. No. 23-45, 58 FR 42160, Aug. 6, 1993]
Sec. 23.363 Side load on engine
mount.
(a) Each engine mount and its supporting structure must
be designed for a limit load factor in a lateral direction,
for the side load on the engine mount, of not less
than--
(1) 1.33, or
(2) One-third of the limit load factor for flight
condition A.
(b) The side load prescribed in paragraph (a) of this
section may be assumed to be independent of other flight
conditions.
Sec. 23.365 Pressurized cabin
loads.
For each pressurized compartment, the following
apply:
(a) The airplane structure must be strong enough to
withstand the flight loads combined with pressure
differential loads from zero up to the maximum relief valve
setting.
(b) The external pressure distribution in flight, and any
stress concentrations, must be accounted for.
(c) If landings may be made with the cabin pressurized,
landing loads must be combined with pressure differential
loads from zero up to the maximum allowed during
landing.
(d) The airplane structure must be strong enough to
withstand the pressure differential loads corresponding to
the maximum relief valve setting multiplied by a factor of
1.33, omitting other loads.
(e) If a pressurized cabin has two or more compartments
separated by bulkheads or a floor, the primary structure
must be designed for the effects of sudden release of
pressure in any compartment with external doors or windows.
This condition must be investigated for the effects of
failure of the largest opening in the compartment. The
effects of intercompartmental venting may be considered.
Sec. 23.367 Unsymmetrical loads due to
engine failure.
(a) Turbopropeller airplanes must be designed for the
unsymmetrical loads resulting from the failure of the
critical engine including the following conditions in
combination with a single malfunction of the propeller drag
limiting system, considering the probable pilot corrective
action on the flight controls:
(1) At speeds between VMC and VD, the loads resulting
from power failure because of fuel flow interruption are
considered to be limit loads.
(2) At speeds between VMC and VC, the loads resulting
from the disconnection of the engine compressor from the
turbine or from loss of the turbine blades are considered to
be ultimate loads.
(3) The time history of the thrust decay and drag buildup
occurring as a result of the prescribed engine failures must
be substantiated by test or other data applicable to the
particular engine-propeller combination.
(4) The timing and magnitude of the probable pilot
corrective action must be conservatively estimated,
considering the characteristics of the particular
engine-propeller-airplane combination.
(b) Pilot corrective action may be assumed to be
initiated at the time maximum yawing velocity is reached,
but not earlier than 2 seconds after the engine failure. The
magnitude of the corrective action may be based on the limit
pilot forces specified in Sec. 23.397 except that lower
forces may be assumed where it is shown by analysis or test
that these forces can control the yaw and roll resulting
from the prescribed engine failure conditions.
[Amdt. 23-7, 34 FR 13089, Aug. 13, 1969]
Sec. 23.369 Rear lift
truss.
(a) If a rear lift truss is used, it must be designed to
withstand conditions of reversed airflow at a design speed
of-- V 8.7 <radical</(W/S) + 8.7 (knots), where W/S
wing loading at design maximum takeoff weight.
(b) Either aerodynamic data for the particular wing
section used, or a value of CL equalling -0.8 with a
chordwise distribution that is triangular between a peak at
the trailing edge and zero at the leading edge, must be
used.
[Doc. No. 4080, 29 FR 17955, Dec. 18, 1964, as
amended by Amdt. 23-7, 34 FR 13089, Aug. 13, 1969; 34 FR
17509, Oct. 30, 1969; Amdt. No. 23-45, 58 FR 42160, Aug. 6,
1993; Amdt. 23-48, 61 FR 5145, Feb. 9, 1996]
Sec. 23.371 Gyroscopic and aerodynamic
loads.
(a) Each engine mount and its supporting structure must
be designed for the gyroscopic, inertial, and aerodynamic
loads that result, with the engine(s) and propeller(s), if
applicable, at maximum continuous r.p.m., under either:
(1) The conditions prescribed in Sec. 23.351 and Sec.
23.423; or
(2) All possible combinations of the following--
(i) A yaw velocity of 2.5 radians per second;
(ii) A pitch velocity of 1.0 radian per second;
(iii) A normal load factor of 2.5; and
(iv) Maximum continuous thrust.
(b) For airplanes approved for aerobatic maneuvers, each
engine mount and its supporting structure must meet the
requirements of paragraph (a) of this section and be
designed to withstand the load factors expected during
combined maximum yaw and pitch velocities.
(c) For airplanes certificated in the commuter category,
each engine mount and its supporting structure must meet the
requirements of paragraph (a) of this section and the gust
conditions specified in Sec. 23.341 of this part.
[Amdt. 23-48, 61 FR 5145, Feb. 9, 1996]
Sec. 23.373 Speed control
devices.
If speed control devices (such as spoilers and drag
flaps) are incorporated for use in enroute conditions--
(a) The airplane must be designed for the symmetrical
maneuvers and gusts prescribed in Secs. 23.333, 23.337, and
23.341, and the yawing maneuvers and lateral gusts in Secs.
23.441 and 23.443, with the device extended at speeds up to
the placard device extended speed; and
(b) If the device has automatic operating or load
limiting features, the airplane must be designed for the
maneuver and gust conditions prescribed in paragraph (a) of
this section at the speeds and corresponding device
positions that the mechanism allows.
[Amdt. 23-7, 34 FR 13089, Aug. 13, 1969]
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Control
Surface and System Loads:
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Sec. 23.391 Control surface
loads.
The control surface loads specified in Secs. 23.397
through 23.459 are assumed to occur in the conditions
described in Secs. 23.331 through 23.351.
[Docket No. 4080, 29 FR 17955, Dec. 18. 1964; 30 FR
258, Jan. 9, 1965, as amended by Amdt. 23-48, 61 FR 5145,
Feb. 9, 1996]
Sec. 23.393 Loads parallel to hinge
line.
(a) Control surfaces and supporting hinge brackets must
be designed to withstand inertial loads acting parallel to
the hinge line.
(b) In the absence of more rational data, the inertial
loads may be assumed to be equal to KW, where--
(1) K 24 for vertical surfaces;
(2) K 12 for horizontal surfaces; and
(3) W weight of the movable surfaces.
[Amdt. 23-48, 61 FR 5145, Feb. 9, 1996]
Sec. 23.395 Control system
loads.
(a) Each flight control system and its supporting
structure must be designed for loads corresponding to at
least 125 percent of the computed hinge moments of the
movable control surface in the conditions prescribed in
Secs. 23.391 through 23.459. In addition, the following
apply:
(1) The system limit loads need not exceed the higher of
the loads that can be produced by the pilot and automatic
devices operating the controls. However, autopilot forces
need not be added to pilot forces. The system must be
designed for the maximum effort of the pilot or autopilot,
whichever is higher. In addition, if the pilot and the
autopilot act in opposition, the part of the system between
them may be designed for the maximum effort of the one that
imposes the lesser load. Pilot forces used for design need
not exceed the maximum forces prescribed in Sec.
23.397(b).
(2) The design must, in any case, provide a rugged system
for service use, considering jamming, ground gusts, taxiing
downwind, control inertia, and friction. Compliance with
this subparagraph may be shown by designing for loads
resulting from application of the minimum forces prescribed
in Sec. 23.397(b).
(b) A 125 percent factor on computed hinge moments must
be used to design elevator, aileron, and rudder systems.
However, a factor as low as 1.0 may be used if hinge moments
are based on accurate flight test data, the exact reduction
depending upon the accuracy and reliability of the data.
(c) Pilot forces used for design are assumed to act at
the appropriate control grips or pads as they would in
flight, and to react at the attachments of the control
system to the control surface horns.
[Doc. No. 4080, 29 FR 17955, Dec. 18, 1964, as
amended by Amdt. 23-7, 34 FR 13089, Aug. 13, 1969]
Sec. 23.397 Limit control forces and
torques.
(a) In the control surface flight loading condition, the
airloads on movable surfaces and the corresponding
deflections need not exceed those that would result in
flight from the application of any pilot force within the
ranges specified in paragraph (b) of this section. In
applying this criterion, the effects of control system boost
and servo-mechanisms, and the effects of tabs must be
considered. The automatic pilot effort must be used for
design if it alone can produce higher control surface loads
than the human pilot.
(b) The limit pilot forces and torques are as
follows:
Maximum forces or torques for design weight, weight equal
to or less than Minimum forces Control 5,000 pounds /1/ or
torques /2/
Aileron: Stick 67 lbs 40 lbs. Wheel /3/ 50 D in.-lbs /4/
40 D in.-lbs./4/ Elevator: Stick 167 lbs 100 lbs. Wheel
(symmetrical) 200 lbs 100 lbs. Wheel (unsymmetrical) /5/ 100
lbs. Rudder 200 lbs 150 lbs.
/1/ For design weight (W) more than 5,000 pounds, the
specified maximum values must be increased linearly with
weight to 1.18 times the specified values at a design weight
of 12,500 pounds and for commuter category airplanes, the
specified values must be increased linearly with weight to
1.35 times the specified values at a design weight of 19,000
pounds.
/2/ If the design of any individual set of control
systems or surfaces makes these specified minimum forces or
torques inapplicable, values corresponding to the present
hinge moments obtained under Sec. 23.415, but not less than
0.6 of the specified minimum forces or torques, may be
used.
/3/ The critical parts of the aileron control system must
also be designed for a single tangential force with a limit
value of 1.25 times the couple force determined from the
above criteria.
/4/ Dwheel diameter (inches).
/5/ The unsymmetrical force must be applied at one of the
normal handgrip points on the control wheel.
[Doc. No. 4080, 29 FR 17955, Dec. 18, 1964, as
amended by Amdt. 23-7, 34 FR 13089, Aug. 13, 1969; Amdt.
23-17, 41 FR 55464, Dec. 20, 1976; Amdt. 23-34, 52 FR 1829,
Jan. 15, 1987; Amdt. No. 23-45, 58 FR 42160, Aug. 6,
1993]
Sec. 23.399 Dual control
system.
(a) Each dual control system must be designed to
withstand the force of the pilots operating in opposition,
using individual pilot forces not less than the greater
of--
(1) 0.75 times those obtained under Sec. 23.395; or
(2) The minimum forces specified in Sec. 23.397(b).
(b) Each dual control system must be designed to
withstand the force of the pilots applied together, in the
same direction, using individual pilot forces not less than
0.75 times those obtained under Sec. 23.395.
[Amdt. 23-48, 61 FR 5145, Feb. 9, 1996]
Sec. 23.405 Secondary control
system.
Secondary controls, such as wheel brakes, spoilers, and
tab controls, must be designed for the maximum forces that a
pilot is likely to apply to those controls.
Sec. 23.407 Trim tab
effects.
The effects of trim tabs on the control surface design
conditions must be accounted for only where the surface
loads are limited by maximum pilot effort. In these cases,
the tabs are considered to be deflected in the direction
that would assist the pilot. These deflections must
correspond to the maximum degree of "out of trim" expected
at the speed for the condition under consideration.
Sec. 23.409 Tabs.
Control surface tabs must be designed for the most severe
combination of airspeed and tab deflection likely to be
obtained within the flight envelope for any usable loading
condition.
Sec. 23.415 Ground gust
conditions.
(a) The control system must be investigated as follows
for control surface loads due to ground gusts and taxiing
downwind:
(1) If an investigation of the control system for ground
gust loads is not required by paragraph (a)(2) of this
section, but the applicant elects to design a part of the
control system of these loads, these loads need only be
carried from control surface horns through the nearest stops
or gust locks and their supporting structures.
(2) If pilot forces less than the minimums specified in
Sec. 23.397(b) are used for design, the effects of surface
loads due to ground gusts and taxiing downwind must be
investigated for the entire control system according to the
formula:
H K c S q
where-- H limit hinge moment (ft.-lbs.); c mean chord of
the control surface aft of the hinge line (ft.); S area of
control surface aft of the hinge line (sq. ft.); q dynamic
pressure (p.s.f.) based on a design speed not less than 14.6
<radical</(W/S) + 14.6 (f.p.s.) where W/S wing loading
at design maximum weight, except that the design speed need
not exceed 88 (f.p.s.); K limit hinge moment factor for
ground gusts derived in paragraph (b) of this section.(For
ailerons and elevators, a positive value of K indicates a
moment tending to depress the surface and a negative value
of K indicates a moment tending to raise the surface).
(b) The limit hinge moment factor K for ground gusts must
be derived as follows:
Surface K Position of controls
(a) Aileron 0.75 Control column locked lashed in
mid-position.
(b) Aileron +/-0.50 Ailerons at full throw; + moment on
one aileron, - moment on the other.
(c) Elevator +/-0.75 (c) Elevator full up (-).
(d) Elevator (d) Elevator full down (+).
(e) Rudder +/-0.75 (e) Rudder in neutral.
(f) Rudder (f) Rudder at full throw.
(c) At all weights between the empty weight and the
maximum weight declared for tie-down stated in the
appropriate manual, any declared tie-down points and
surrounding structure, control system, surfaces and
associated gust locks, must be designed to withstand the
limit load conditions that exist when the airplane is tied
down and that result from wind speeds of up to 65 knots
horizontally from any direction.
[Doc. No. 4080, 29 FR 17955, Dec. 18, 1964, as
amended by Amdt. 23-7, 34 FR 13089, Aug. 13, 1969; Amdt. No.
23-45, 58 FR 42160, Aug. 6, 1993; Amdt. 23-48, 61 FR 5145,
Feb. 9, 1996$
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Horizontal
Stabilizing and Balancing Surfaces:
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Sec. 23.421 Balancing
loads.
(a) A horizontal surface balancing load is a load
necessary to maintain equilibrium in any specified flight
condition with no pitching acceleration.
(b) Horizontal balancing surfaces must be designed for
the balancing loads occurring at any point on the limit
maneuvering envelope and in the flap conditions specified in
Sec. 23.345.
[Doc. No. 4080, 29 FR 17955, Dec. 18, 1964, as
amended by Amdt. 23-7, 34 FR 13089, Aug. 13, 1969; Amdt.
23-42, 56 FR 352, Jan. 3, 1991]
Sec. 23.423 Maneuvering
loads.
Each horizontal surface and its supporting structure, and
the main wing of a canard or tandem wing configuration, if
that surface has pitch control, must be designed for the
maneuvering loads imposed by the following conditions:
(a) A sudden movement of the pitching control, at the
speed VA, to the maximum aft movement, and the maximum
forward movement, as limited by the control stops, or pilot
effort, whichever is critical.
(b) A sudden aft movement of the pitching control at
speeds above VA, followed by a forward movement of the
pitching control resulting in the following combinations of
normal and angular acceleration:
Normal Angular acceleration acceleration Condition (n)
(radian/sec**2)
Nose-up pitching 1.0 +39nm.Vx(nm-1.5) Nose-down ptiching
nm -39nm.Vx(nm-1.5)
where--
(1) nmpositive limit maneuvering load factor used in the
design of the airplane; and
(2) Vinitial speed in knots. The conditions in this
paragraph involve loads corresponding to the loads that may
occur in a "checked maneuver" (a maneuver in which the
pitching control is suddenly displaced in one direction and
then suddenly moved in the opposite direction). The
deflections and timing of the "checked maneuver" must avoid
exceeding the limit maneuvering load factor. The total
horizontal surface load for both nose-up and nose-down
pitching conditions is the sum of the balancing loads at V
and the specified value of the normal load factor n, plus
the maneuvering load increment due to the specified value of
the angular acceleration.
[Doc. No. 25811, 56 FR 353, Jan. 3, 1991; Amdt.
23-42, 56 FR 5455, Feb. 11, 1991]
Sec. 23.425 Gust loads.
(a) Each horizontal surface, other than a main wing, must
be designed for loads resulting from--
(1) Gust velocities specified in Sec. 23.333(c) with
flaps retracted; and
(2) Positive and negative gusts of 25 f.p.s. nominal
intensity at VF corresponding to the flight conditions
specified in Sec. 23.345(a)(2).
(b) [Reserved] (c) When determining the total
load on the horizontal surfaces for the conditions specified
in paragraph (a) of this section, the initial balancing
loads for steady unaccelerated flight at the pertinent
design speeds VF, VC, and VD must first be determined. The
incremental load resulting from the gusts must be added to
the initial balancing load to obtain the total load.
(d) In the absence of a more rational analysis, the
incremental load due to the gust must be computed as follows
only on airplane configurations with aft-mounted, horizontal
surfaces, unless its use elsewhere is shown to be
conservative:
Kg Ude V<alpha>ht Sht de <Delta>Lht
---------------------
(1- -- ) 498 da
where--
<Delta>LhtIncremental horizontal tailload (lbs.);
KgGust alleviation factor defined in Sec. 23.341;
UdeÞrived gust velocity (f.p.s.); VAirplane equivalent
speed (knots); <alpha>htSlope of aft horizontal lift
curve (per radian); ShtArea of aft horizontal lift surface
(ft**2); and
de (1- -- ) Downwash factor da
[Doc. No. 4080, 20 FR 17955, Dec. 18, 1964, as
amended by Amdt. 23-7, 34 FR 13089 Aug. 13, 1969; Amdt.
23-42, 56 FR 353, Jan. 3, 1991]
Sec. 23.427 Unsymmetrical
loads.
(a) Horizontal surfaces other than main wing and their
supporting structure must be designed for unsymmetrical
loads arising from yawing and slipstream effects, in
combination with the loads prescribed for the flight
conditions set forth in Secs. 23.421 through 23.425.
(b) In the absence of more rational data for airplanes
that are conventional in regard to location of engines,
wings, horizontal surfaces other than main wing, and
fuselage shape:
(1) 100 percent of the maximum loading from the
symmetrical flight conditions may be assumed on the surface
on one side of the plane of symmetry; and
(2) The following percentage of that loading must be
applied to the opposite side:
Percent 0-10 (n-1), where n is the specified positive
maneuvering load factor, but this value may not be more than
80 percent.
(c) For airplanes that are not conventional (such as
airplanes with horizontal surfaces other than main wing
having appreciable dihedral or supported by the vertical
tail surfaces) the surfaces and supporting structures must
be designed for combined vertical and horizontal surface
loads resulting from each prescribed flight condition taken
separately.
[Amdt. 23-14, 38 FR 31820, Nov. 19, 1973, as amended
by Amdt. 23-42, 56 FR 353, Jan. 3, 1991]
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Vertical
Surfaces:
|
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Sec. 23.441 Maneuvering
loads.
(a) At speeds up to VA, the vertical surfaces must be
designed to withstand the following conditions. In computing
the loads, the yawing velocity may be assumed to be
zero:
(1) With the airplane in unaccelerated flight at zero
yaw, it is assumed that the rudder control is suddenly
displaced to the maximum deflection, as limited by the
control stops or by limit pilot forces.
(2) With the rudder deflected as specified in paragraph
(a)(1) of this section, it is assumed that the airplane yaws
to the overswing sideslip angle. In lieu of a rational
analysis, an overswing angle equal to 1.5 times the static
sideslip angle of paragraph (a)(3) of this section may be
assumed.
(3) A yaw angle of 15 degrees with the rudder control
maintained in the neutral position (except as limited by
pilot strength).
(b) For commuter category airplanes, the loads imposed by
the following additional maneuver must be substantiated at
speeds from VA to VD/MD. When computing the tail loads--
(1) The airplane must be yawed to the largest attainable
steady state sideslip angle, with the rudder at maximum
deflection caused by any one of the following:
(i) Control surface stops;
(ii) Maximum available booster effort;
(iii) Maximum pilot rudder force as shown below:
BILLING CODE 4910-13-M
[ ...Illustration appears here... ]
BILLING CODE 4910-13-C
(2) The rudder must be suddenly displaced from the
maximum deflection to the neutral position.
(c) The yaw angles specified in paragraph (a)(3) of this
section may be reduced if the yaw angle chosen for a
particular speed cannot be exceeded in--
(1) Steady slip conditions;
(2) Uncoordinated rolls from steep banks; or
(3) Sudden failure of the critical engine with delayed
corrective action.
[Doc. No. 4080, 29 FR 17955, Dec. 18, 1964, as
amended by Amdt. 23-7, 34 FR 13090, Aug. 13, 1969; Amdt.
23-14, 38 FR 31821, Nov. 19, 1973; Amdt. 23-28, 47 FR 13315,
Mar. 29, 1982; Amdt. 23-42, 56 FR 353, Jan. 3, 1991; Amdt.
23-48, 61 FR 5145, Feb. 9, 1996$
Sec. 23.443 Gust loads.
(a) Vertical surfaces must be designed to withstand, in
unaccelerated flight at speed VC, lateral gusts of the
values prescribed for VC in Sec. 23.333(c).
(b) In addition, for commuter category airplanes, the
airplane is assumed to encounter derived gusts normal to the
plane of symmetry while in unaccelerated flight at VB, VC,
VD, and VF. The derived gusts and airplane speeds
corresponding to these conditions, as determined by Secs.
23.341 and 23.345, must be investigated. The shape of the
gust must be as specified in Sec. 23.333(c)(2)(i).
(c) In the absence of a more rational analysis, the gust
load must be computed as follows:
[ ...Illustration appears here... ]
Where--
LvtVertical surface loads (lbs.);
[ ...Illustration appears here... ]
UdeÞrived gust velocity (f.p.s.); rAir density
(slugs/cu.ft.); Wthe applicable weight of the airplane in
the particular load case (lbs.); SvtArea of vertical surface
(ft.2); ctMean geometric chord of vertical surface (ft.);
avtLift curve slope of vertical surface (per radian);
KRadius of gyration in yaw (ft.); lvtDistance from airplane
c.g. to lift center of vertical surface (ft.);
g¨celeration due to gravity (ft./sec.2); and
VEquivalent airspeed (knots).
[Amdt. 23-7, 34 FR 13090, Aug. 13, 1969, as amended
by Amdt. 23-34, 52 FR 1830, Jan. 15, 1987; 52 FR 7262, Mar.
9, 1987; Amdt. 23-24, 52 FR 34745, Sept. 14, 1987; Amdt.
23-42, 56 FR 353, Jan. 3, 1991; Amdt. 23-48, 61 FR 5147,
Feb. 9, 1996$
Sec. 23.445 Outboard fins or
winglets.
(a) If outboard fins or winglets are included on the
horizontal surfaces or wings, the horizontal surfaces or
wings must be designed for their maximum load in combination
with loads induced by the fins or winglets and moments or
forces exerted on the horizontal surfaces or wings by the
fins or winglets.
(b) If outboard fins or winglets extend above and below
the horizontal surface, the critical vertical surface
loading (the load per unit area as determined under Secs.
23.441 and 23.443) must be applied to--
(1) The part of the vertical surfaces above the
horizontal surface with 80 percent of that loading applied
to the part below the horizontal surface; and
(2) The part of the vertical surfaces below the
horizontal surface with 80 percent of that loading applied
to the part above the horizontal surface.
(c) The end plate effects of outboard fins or winglets
must be taken into account in applying the yawing conditions
of Secs. 23.441 and 23.443 to the vertical surfaces in
paragraph (b) of this section.
(d) When rational methods are used for computing loads,
the maneuvering loads of Sec. 23.441 on the vertical
surfaces and the one-g horizontal surface load, including
induced loads on the horizontal surface and moments or
forces exerted on the horizontal surfaces by the vertical
surfaces, must be applied simultaneously for the structural
loading condition.
[Doc. No. 4080, 29 FR 17955, Dec. 18, 1964, as
amended by Amdt. 23-14, 38 FR 31821, Nov. 19, 1973; Amdt.
23-42, 56 FR 353, Jan. 3, 1991]
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Ailerons,
Wing Flaps, and Special Devices:
|
|
Sec. 23.455 Ailerons.
(a) The ailerons must be designed for the loads to which
they are subjected--
(1) In the neutral position during symmetrical flight
conditions; and
(2) By the following deflections (except as limited by
pilot effort), during unsymmetrical flight conditions:
(i) Sudden maximum displacement of the aileron control at
VA. Suitable allowance may be made for control system
deflections.
(ii) Sufficient deflection at VC, where VC is more than
VA, to produce a rate of roll not less than obtained in
paragraph (a)(2)(i) of this section.
(iii) Sufficient deflection at VD to produce a rate of
roll not less than one-third of that obtained in paragraph
(a)(2)(i) of this section.
(b) [Reserved]
[Doc. No. 4080, 29 FR 17955, Dec. 18, 1964, as
amended by Amdt. 23-7, 34 FR 13090, Aug. 13, 1969; Amdt.
23-42, 56 FR 353, Jan. 3, 1991]
Sec. 23.457 [Removed.
Amdt. 23-48, 61 FR 5147, Feb. 9, 1996]
Sec. 23.459 Special
devices.
The loading for special devices using aerodynamic
surfaces (such as slots and spoilers) must be determined
from test data.
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Ground
Loads:
|
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Sec. 23.471 General.
The limit ground loads specified in this subpart are
considered to be external loads and inertia forces that act
upon an airplane structure. In each specified ground load
condition, the external reactions must be placed in
equilibrium with the linear and angular inertia forces in a
rational or conservative manner.
Sec. 23.473 Ground load conditions and
assumptions.
(a) The ground load requirements of this subpart must be
complied with at the design maximum weight except that Secs.
23.479, 23.481, and 23.483 may be complied with at a design
landing weight (the highest weight for landing conditions at
the maximum descent velocity) allowed under paragraphs (b)
and (c) of this section.
(b) The design landing weight may be as low as--
(1) 95 percent of the maximum weight if the minimum fuel
capacity is enough for at least one-half hour of operation
at maximum continuous power plus a capacity equal to a fuel
weight which is the difference between the design maximum
weight and the design landing weight; or
(2) The design maximum weight less the weight of 25
percent of the total fuel capacity.
(c) The design landing weight of a multiengine airplane
may be less than that allowed under paragraph (b) of this
section if--
(1) The airplane meets the one-engine-inoperative climb
requirements of Sec. 23.67(b)(1) or (c); and
(2) Compliance is shown with the fuel jettisoning system
requirements of Sec. 23.1001.
(d) The selected limit vertical inertia load factor at
the center of gravity of the airplane for the ground load
conditions prescribed in this subpart may not be less than
that which would be obtained when landing with a descent
velocity (V), in feet per second, equal to 4.4 (W/S) 1/4,
except that this velocity need not be more than 10 feet per
second and may not be less than seven feet per second.
(e) Wing lift not exceeding two-thirds of the weight of
the airplane may be assumed to exist throughout the landing
impact and to act through the center of gravity. The ground
reaction load factor may be equal to the inertia load factor
minus the ratio of the above assumed wing lift to the
airplane weight.
(f) If energy absorption tests are made to determine the
limit load factor corresponding to the required limit
descent velocities, these tests must be made under Sec.
23.723(a).
(g) No inertia load factor used for design purposes may
be less than 2.67, nor may the limit ground reaction load
factor be less than 2.0 at design maximum weight, unless
these lower values will not be exceeded in taxiing at speeds
up to takeoff speed over terrain as rough as that expected
in service.
[Doc. No. 4080, 29 FR 17955, Dec. 18, 1964, as
amended by Amdt. 23-7, 34 FR 13090, Aug. 13, 1969; Amdt.
23-28, 47 FR 13315, Mar. 29, 1982; Amdt. No. 23-45, 58 FR
42160, Aug. 6, 1993; Amdt. 23-48, 61 FR 5147, Feb. 9,
1996$
Sec. 23.477 Landing gear
arrangement.
Sections 23.479 through 23.483, or the conditions in
Appendix C, apply to airplanes with conventional
arrangements of main and nose gear, or main and tail
gear.
Sec. 23.479 Level landing
conditions.
(a) For a level landing, the airplane is assumed to be in
the following attitudes:
(1) For airplanes with tail wheels, a normal level flight
attitude.
(2) For airplanes with nose wheels, attitudes in
which--
(i) The nose and main wheels contact the ground
simultaneously; and
(ii) The main wheels contact the ground and the nose
wheel is just clear of the ground.
The attitude used in paragraph (a)(2)(i) of this section
may be used in the analysis required under paragraph
(a)(2)(ii) of this section.
(b) When investigating landing conditions, the drag
components simulating the forces required to accelerate the
tires and wheels up to the landing speed (spin-up) must be
properly combined with the corresponding instantaneous
vertical ground reactions, and the forward-acting horizontal
loads resulting from rapid reduction of the spin-up drag
loads (spring-back) must be combined with vertical ground
reactions at the instant of the peak forward load, assuming
wing lift and a tire-sliding coefficient of friction of 0.8.
However, the drag loads may not be less than 25 percent of
the maximum vertical ground reactions (neglecting wing
lift).
(c) In the absence of specific tests or a more rational
analysis for determining the wheel spin-up and spring-back
loads for landing conditions, the method set forth in
appendix D of this part must be used. If appendix D of this
part is used, the drag components used for design must not
be less than those given by appendix C of this part.
(d) For airplanes with tip tanks or large overhung masses
(such as turbo- propeller or jet engines) supported by the
wing, the tip tanks and the structure supporting the tanks
or overhung masses must be designed for the effects of
dynamic responses under the level landing conditions of
either paragraph (a)(1) or (a)(2)(ii) of this section. In
evaluating the effects of dynamic response, an airplane lift
equal to the weight of the airplane may be assumed.
[Doc. No. 4080, 29 FR 17955, Dec. 18, 1964, as
amended by Amdt. 23-17, 41 FR 55464, Dec. 20, 1976; Amdt.
No. 23-45, 58 FR 42160, Aug. 6, 1993]
Sec. 23.481 Tail down landing
conditions.
(a) For a tail down landing, the airplane is assumed to
be in the following attitudes:
(1) For airplanes with tail wheels, an attitude in which
the main and tail wheels contact the ground
simultaneously.
(2) For airplanes with nose wheels, a stalling attitude,
or the maximum angle allowing ground clearance by each part
of the airplane, whichever is less.
(b) For airplanes with either tail or nose wheels, ground
reactions are assumed to be vertical, with the wheels up to
speed before the maximum vertical load is attained.
Sec. 23.483 One-wheel landing
conditions.
For the one-wheel landing condition, the airplane is
assumed to be in the level attitude and to contact the
ground on one side of the main landing gear. In this
attitude, the ground reactions must be the same as those
obtained on that side under Sec. 23.479.
Sec. 23.485 Side load
conditions.
(a) For the side load condition, the airplane is assumed
to be in a level attitude with only the main wheels
contacting the ground and with the shock absorbers and tires
in their static positions.
(b) The limit vertical load factor must be 1.33, with the
vertical ground reaction divided equally between the main
wheels.
(c) The limit side inertia factor must be 0.83, with the
side ground reaction divided between the main wheels so
that--
(1) 0.5 (W) is acting inboard on one side; and
(2) 0.33 (W) is acting outboard on the other side.
(d) The side loads prescribed in paragraph (c) of this
section are assumed to be applied at the ground contact
point and the drag loads may be assumed to be zero.
[Doc. No. 4080, 29 FR 17955, Dec. 18, 1964; 30 FR
258, Jan. 9, 1965, as amended by Amdt. 23-45, 58 FR 42160,
Aug. 6, 1993]
Sec. 23.493 Braked roll
conditions.
Under braked roll conditions, with the shock absorbers
and tires in their static positions, the following
apply:
(a) The limit vertical load factor must be 1.33.
(b) The attitudes and ground contacts must be those
described in Sec. 23.479 for level landings.
(c) A drag reaction equal to the vertical reaction at the
wheel multiplied by a coefficient of friction of 0.8 must be
applied at the ground contact point of each wheel with
brakes, except that the drag reaction need not exceed the
maximum value based on limiting brake torque.
Sec. 23.497 Supplementary conditions
for tail wheels.
In determining the ground loads on the tail wheel and
affected supporting structures, the following apply:
(a) For the obstruction load, the limit ground reaction
obtained in the tail down landing condition is assumed to
act up and aft through the axle at 45 degrees. The shock
absorber and tire may be assumed to be in their static
positions.
(b) For the side load, a limit vertical ground reaction
equal to the static load on the tail wheel, in combination
with a side component of equal magnitude, is assumed. In
addition--
(1) If a swivel is used, the tail wheel is assumed to be
swiveled 90 degrees to the airplane longitudinal axis with
the resultant ground load passing through the axle;
(2) If a lock, steering device, or shimmy damper is used,
the tail wheel is also assumed to be in the trailing
position with the side load acting at the ground contact
point; and
(3) The shock absorber and tire are assumed to be in
their static positions.
(c) If a tail wheel, bumper, or an energy absorption
device is provided to show compliance with Sec. 23.925(b),
the following apply:
(1) Suitable design loads must be established for the
tail wheel, bumper, or energy absorption device; and
(2) The supporting structure of the tail wheel, bumper,
or energy absorption device must be designed to withstand
the loads established in paragraph (c)(1) of this
section.
[Docket No. 4080, 29 FR 17955, Dec. 18. 1964; 30 FR
258, Jan. 9, 1965, as amended by Amdt. 23-48, 61 FR 5147,
Feb. 9, 1996$
Sec. 23.499 Supplementary conditions
for nose wheels.
In determining the ground loads on nose wheels and
affected supporting structures, and assuming that the shock
absorbers and tires are in their static positions, the
following conditions must be met:
(a) For aft loads, the limit force components at the axle
must be--
(1) A vertical component of 2.25 times the static load on
the wheel; and
(2) A drag component of 0.8 times the vertical load.
(b) For forward loads, the limit force components at the
axle must be--
(1) A vertical component of 2.25 times the static load on
the wheel; and
(2) A forward component of 0.4 times the vertical
load.
(c) For side loads, the limit force components at ground
contact must be--
(1) A vertical component of 2.25 times the static load on
the wheel; and
(2) A side component of 0.7 times the vertical load.
(d) For airplanes with a steerable nose wheel that is
controlled by hydraulic or other power, at design takeoff
weight with the nose wheel in any steerable position, the
application of 1.33 times the full steering torque combined
with a vertical reaction equal to 1.33 times the maximum
static reaction on the nose gear must be assumed. However,
if a torque limiting device is installed, the steering
torque can be reduced to the maximum value allowed by that
device.
(e) For airplanes with a steerable nose wheel that has a
direct mechanical connection to the rudder pedals, the
mechanism must be designed to withstand the steering torque
for the maximum pilot forces specified in Sec.
23.397(b).
[Docket No. 4080, 29 FR 17955, Dec. 18. 1964; 30 FR
258, Jan. 9, 1965, as amended by Amdt. 23-48, 61 FR 5147,
Feb. 9, 1996$
Sec. 23.505 Supplementary conditions
for skiplanes.
In determining ground loads for skiplanes, and assuming
that the airplane is resting on the ground with one main ski
frozen at rest and the other skis free to slide, a limit
side force equal to 0.036 times the design maximum weight
must be applied near the tail assembly, with a factor of
safety of 1.
[Amdt. 23-7, 34 FR 13090, Aug. 13, 1969]
Sec. 23.507 Jacking
loads.
(a) The airplane must be designed for the loads developed
when the aircraft is supported on jacks at the design
maximum weight assuming the following load factors for
landing gear jacking points at a three-point attitude and
for primary flight structure jacking points in the level
attitude:
(1) Vertical-load factor of 1.35 times the static
reactions.
(2) Fore, aft, and lateral load factors of 0.4 times the
vertical static reactions.
(b) The horizontal loads at the jack points must be
reacted by inertia forces so as to result in no change in
the direction of the resultant loads at the jack points.
(c) The horizontal loads must be considered in all
combinations with the vertical load.
[Amdt. 23-14, 38 FR 31821, Nov. 19, 1973]
Sec. 23.509 Towing
loads.
The towing loads of this section must be applied to the
design of tow fittings and their immediate attaching
structure.
(a) The towing loads specified in paragraph (d) of this
section must be considered separately. These loads must be
applied at the towing fittings and must act parallel to the
ground. In addition:
(1) A vertical load factor equal to 1.0 must be
considered acting at the center of gravity; and
(2) The shock struts and tires must be in there static
positions.
(b) For towing points not on the landing gear but near
the plane of symmetry of the airplane, the drag and side tow
load components specified for the auxiliary gear apply. For
towing points located outboard of the main gear, the drag
and side tow load components specified for the main gear
apply. Where the specified angle of swivel cannot be
reached, the maximum obtainable angle must be used.
(c) The towing loads specified in paragraph (d) of this
section must be reacted as follows:
(1) The side component of the towing load at the main
gear must be reacted by a side force at the static ground
line of the wheel to which the load is applied.
(2) The towing loads at the auxiliary gear and the drag
components of the towing loads at the main gear must be
reacted as follows:
(i) A reaction with a maximum value equal to the vertical
reaction must be applied at the axle of the wheel to which
the load is applied. Enough airplane inertia to achieve
equilibrium must be applied.(ii) The loads must be reacted
by airplane inertia.
(d) The prescribed towing loads are as follows, where W
is the design maximum weight:
Load
Tow point Position Magnitude No. Direction
Main gear 0.225W 1 Forward, 2 parallel to 3 drag axis. 4
Forward, at 30 deg. to drag axis. Aft, parallel to drag
axis. Aft, at 30 deg. to drag axis.
Auxiliary gear Swiveled 0.3W 5 Forward. forward 6 Aft.
Swiveled aft 0.3W 7 Forward. 8 Aft. Swiveled 45 0.15W 9
Forward, in deg. from 10 plane of forward wheel. Aft, in
plane of wheel. Swiveled 45 0.15W 11 Forward, in deg. from
aft 12 plane of wheel. Aft, in plane of wheel.
[Amdt. 23-14, 38 FR 31821, Nov. 19, 1973]
Sec. 23.511 Ground load; unsymmetrical
loads on multiple-wheel units.
(a) Pivoting loads. The airplane is assumed to
pivot about on side of the main gear with--
(1) The brakes on the pivoting unit locked; and
(2) Loads corresponding to a limit vertical load factor
of 1, and coefficient of friction of 0.8 applied to the main
gear and its supporting structure.
(b) Unequal tire loads. The loads established
under Secs. 23.471 through 23.483 must be applied in turn,
in a 60/40 percent distribution, to the dual wheels and
tires in each dual wheel landing gear unit.
(c) Deflated tire loads. For the deflated tire
condition--
(1) 60 percent of the loads established under Secs.
23.471 through 23.483 must be applied in turn to each wheel
in a landing gear unit; and
(2) 60 percent of the limit drag and side loads, and 100
percent of the limit vertical load established under Secs.
23.485 and 23.493 or lesser vertical load obtained under
paragraph (c)(1) of this section, must be applied in turn to
each wheel in the dual wheel landing gear unit.
[Amdt. 23-7, 34 FR 13090, Aug. 13, 1969]
|
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Water
Loads:
|
|
Sec. 23.521 Water load
conditions.
(a) The structure of seaplanes and amphibians must be
designed for water loads developed during takeoff and
landing with the seaplane in any attitude likely to occur in
normal operation at appropriate forward and sinking
velocities under the most severe sea conditions likely to be
encountered.
(b) Unless the applicant makes a rational analysis of the
water loads, Secs. 23.523 through 23.537 apply.
[Doc. No. 4080, 29 FR 17955, Dec. 18, 1964; 30 FR
258, Jan. 9, 1965, as amended by Amdt. No. 23-45, 58 FR
42160, Aug. 6, 1993; Amdt. 23-48, 61 FR 5147, Feb. 9,
1996$
Sec. 23.523 Design weights and center
of gravity positions.
(a) Design weights. The water load requirements
must be met at each operating weight up to the design
landing weight except that, for the takeoff condition
prescribed in Sec. 23.531, the design water takeoff weight
(the maximum weight for water taxi and takeoff run) must be
used.
(b) Center of gravity positions. The critical
centers of gravity within the limits for which certification
is requested must be considered to reach maximum design
loads for each part of the seaplane structure.
[Amdt. No. 23-45, 58 FR 42160, Aug. 6, 1993]
Sec. 23.525 Application of
loads.
(a) Unless otherwise prescribed, the seaplane as a whole
is assumed to be subjected to the loads corresponding to the
load factors specified in Sec. 23.527.
(b) In applying the loads resulting from the load factors
prescribed in Sec. 23.527, the loads may be distributed over
the hull or main float bottom (in order to avoid excessive
local shear loads and bending moments at the location of
water load application) using pressures not less than those
prescribed in Sec. 23.533(c).
(c) For twin float seaplanes, each float must be treated
as an equivalent hull on a fictitious seaplane with a weight
equal to one-half the weight of the twin float seaplane.
(d) Except in the takeoff condition of Sec. 23.531, the
aerodynamic lift on the seaplane during the impact is
assumed to be 2/3 of the weight of the seaplane.
[Amdt. No. 23-45, 58 FR 42161, Aug. 6, 1993; 58 FR
51970, Oct. 5, 1993]
Sec. 23.527 Hull and main float load
factors.
(a) Water reaction load factors nw must be computed in
the following manner:
(1) For the step landing case
C1(VSO)**2 nw -------------------------
(Tan**(2/3)b)W**(1/3)
(2) For the bow and stern landing cases
C1(VSO)**2 K1 nw ------------------------- x
------------------
(Tan**(2/3)b)W**(1/3) (1+(rx)**2)**(2/3)
(b) The following values are used:
(1) nwwater reaction load factor (that is, the water
reaction divided by seaplane weight).
(2) C1empirical seaplane operations factor equal to 0.012
(except that this factor may not be less than that necessary
to obtain the minimum value of step load factor of
2.33).
(3) VSOseaplane stalling speed in knots with flaps
extended in the appropriate landing position and with no
slipstream effect.
(4) bAngle of dead rise at the longitudinal station at
which the load factor is being determined in accordance with
figure 1 of appendix I of this part.
(5) Wseaplane landing weight in pounds.
(6) K1empirical hull station weighing factor, in
accordance with figure 2 of appendix I of this part.
(7) rxratio of distance, measured parallel to hull
reference axis, from the center of gravity of the seaplane
to the hull longitudinal station at which the load factor is
being computed to the radius of gyration in pitch of the
seaplane, the hull reference axis being a straight line, in
the plane of symmetry, tangential to the keel at the main
step.
(c) For a twin float seaplane, because of the effect of
flexibility of the attachment of the floats to the seaplane,
the factor K1 may be reduced at the bow and stern to 0.8 of
the value shown in figure 2 of appendix I of this part. This
reduction applies only to the design of the carrythrough and
seaplane structure.
[Amdt. No. 23-45, 58 FR 42161, Aug. 6, 1993; 58 FR
51970, Oct. 5, 1993]
Sec. 23.529 Hull and main float
landing conditions.
(a) Symmetrical step, bow, and stern landing. For
symmetrical step, bow, and stern landings, the limit water
reaction load factors are those computed under Sec. 23.527.
In addition--
(1) For symmetrical step landings, the resultant water
load must be applied at the keel, through the center of
gravity, and must be directed perpendicularly to the keel
line;
(2) For symmetrical bow landings, the resultant water
load must be applied at the keel, one-fifth of the
longitudinal distance from the bow to the step, and must be
directed perpendicularly to the keel line; and
(3) For symmetrical stern landings, the resultant water
load must be applied at the keel, at a point 85 percent of
the longitudinal distance from the step to the stern post,
and must be directed perpendicularly to the keel line.
(b) Unsymmetrical landing for hull and single float
seaplanes. Unsymmetrical step, bow, and stern landing
conditions must be investigated. In addition--
(1) The loading for each condition consists of an upward
component and a side component equal, respectively, to 0.75
and 0.25 tan b times the resultant load in the corresponding
symmetrical landing condition; and
(2) The point of application and direction of the upward
component of the load is the same as that in the symmetrical
condition, and the point of application of the side
component is at the same longitudinal station as the upward
component but is directed inward perpendicularly to the
plane of symmetry at a point midway between the keel and
chine lines.
(c) Unsymmetrical landing; twin float seaplanes. The
unsymmetrical loading consists of an upward load at the step
of each float of 0.75 and a side load of 0.25 tan b at one
float times the step landing load reached under Sec. 23.527.
The side load is directed inboard, perpendicularly to the
plane of symmetry midway between the keel and chine lines of
the float, at the same longitudinal station as the upward
load.
[Amdt. No. 23-45, 58 FR 42161, Aug. 6, 1993]
Sec. 23.531 Hull and main float
takeoff condition.
For the wing and its attachment to the hull or main
float--
(a) The aerodynamic wing lift is assumed to be zero;
and
(b) A downward inertia load, corresponding to a load
factor computed from the following formula, must be
applied:
CTO(VSI)**2 n ---------------------
(Tan**(2/3)b)W**(1/3)
Where-- ninertia load factor; CTOempirical seaplane
operations factor equal to 0.004; VS1seaplane stalling speed
(knots) at the design takeoff weight with the flaps extended
in the appropriate takeoff position; bangle of dead rise at
the main step (degrees); and WÞsign water takeoff
weight in pounds.
[Amdt. No. 23-45, 58 FR 42161, Aug. 6, 1993]
Sec. 23.533 Hull and main float bottom
pressures.
(a) General. The hull and main float structure,
including frames and bulkheads, stringers, and bottom
plating, must be designed under this section.
(b) Local pressures. For the design of the bottom
plating and stringers and their attachments to the
supporting structure, the following pressure distributions
must be applied:
(1) For an unflared bottom, the pressure at the chine is
0.75 times the pressure at the keel, and the pressures
between the keel and chine vary linearly, in accordance with
figure 3 of appendix I of this part. The pressure at the
keel (p.s.i.) is computed as follows:
C2K2(VSI)**2 PK ---------------- Tan(bk)
where-- Pkpressure (p.s.i.) at the keel; C20.00213;
K2hull station weighing factor, in accordance with figure 2
of appendix I of this part; VS1seaplane stalling speed
(knots) at the design water takeoff weight with flaps
extended in the appropriate takeoff position; and bKangle of
dead rise at keel, in accordance with figure 1 of appendix I
of this part.
(2) For a flared bottom, the pressure at the beginning of
the flare is the same as that for an unflared bottom, and
the pressure between the chine and the beginning of the
flare varies linearly, in accordance with figure 3 of
appendix I of this part. The pressure distribution is the
same as that prescribed in paragraph (b)(1) of this section
for an unflared bottom except that the pressure at the chine
is computed as follows:
C3K2(VSI)**2 Pch ---------------- Tan(b)
where-- Pchpressure (p.s.i.) at the chine; C30.0016;
K2hull station weighing factor, in accordance with figure 2
of appendix I of this part; VS1seaplane stalling speed
(knots) at the design water takeoff weight with flaps
extended in the appropriate takeoff position; and bangle of
dead rise at appropriate station.
The area over which these pressures are applied must
simulate pressures occurring during high localized impacts
on the hull or float, but need not extend over an area that
would induce critical stresses in the frames or in the
overall structure.
(c) Distributed pressures. For the design of the
frames, keel, and chine structure, the following pressure
distributions apply:
(1) Symmetrical pressures are computed as follows:
C4K2(VSO)**2 P ---------------- Tan(b)
where-- Ppressure (p.s.i.); C40.078 C1 (with C1 computed
under Sec. 23.527); K2hull station weighing factor,
determined in accordance with figure 2 of appendix I of this
part; VS0seaplane stalling speed (knots) with landing flaps
extended in the appropriate position and with no slipstream
effect; and bangle of dead rise at appropriate station.
(2) The unsymmetrical pressure distribution consists of
the pressures prescribed in paragraph (c)(1) of this section
on one side of the hull or main float centerline and
one-half of that pressure on the other side of the hull or
main float centerline, in accordance with figure 3 of
appendix I of this part.
(3) These pressures are uniform and must be applied
simultaneously over the entire hull or main float bottom.
The loads obtained must be carried into the sidewall
structure of the hull proper, but need not be transmitted in
a fore and aft direction as shear and bending loads.
[Amdt. No. 23-45, 58 FR 42161, Aug. 6, 1993; 58 FR
51970, Oct. 5, 1993]
Sec. 23.535 Auxiliary float
loads.
(a) General. Auxiliary floats and their
attachments and supporting structures must be designed for
the conditions prescribed in this section. In the cases
specified in paragraphs (b) through (e) of this section, the
prescribed water loads may be distributed over the float
bottom to avoid excessive local loads, using bottom
pressures not less than those prescribed in paragraph (g) of
this section.
(b) Step loading. The resultant water load must be
applied in the plane of symmetry of the float at a point
three-fourths of the distance from the bow to the step and
must be perpendicular to the keel. The resultant limit load
is computed as follows, except that the value of L need not
exceed three times the weight of the displaced water when
the float is completely submerged:
C5(VSO)**2(W**(2/3)) L ------------------------------
Tan**(2/3)bs(1+(ry)**2)**(2/3) where-- Llimit load (lbs.);
C50.0053; VS0seaplane stalling speed (knots) with landing
flaps extended in the appropriate position and with no
slipstream effect; Wseaplane design landing weight in
pounds; bsangle of dead rise at a station 3/4 of the
distance from the bow to the step, but need not be less than
15 degrees; and ryratio of the lateral distance between the
center of gravity and the plane of symmetry of the float to
the radius of gyration in roll.
(c) Bow loading. The resultant limit load must be
applied in the plane of symmetry of the float at a point
one-fourth of the distance from the bow to the step and must
be perpendicular to the tangent to the keel line at that
point. The magnitude of the resultant load is that specified
in paragraph (b) of this section.
(d) Unsymmetrical step loading. The resultant
water load consists of a component equal to 0.75 times the
load specified in paragraph (a) of this section and a side
component equal to 0.025 tan b times the load specified in
paragraph (b) of this section. The side load must be applied
perpendicularly to the plane of symmetry of the float at a
point midway between the keel and the chine.
(e) Unsymmetrical bow loading. The resultant water
load consists of a component equal to 0.75 times the load
specified in paragraph (b) of this section and a side
component equal to 0.25 tan b times the load specified in
paragraph (c) of this section. The side load must be applied
perpendicularly to the plane of symmetry at a point midway
between the keel and the chine.
(f) Immersed float condition. The resultant load
must be applied at the centroid of the cross section of the
float at a point one-third of the distance from the bow to
the step. The limit load components are as follows:
vertical PgV
CXP(V**(2/3))(K VSO)**2 aft ----------------------- 2
CYP(V**(2/3))(K VSO)**2 side -----------------------
2
where-- Pmass density of water (slugs/ft. 3 ) Vvolume of
float (ft. 3 ); CXcoefficient of drag force, equal to 0.133;
CYcoefficient of side force, equal to 0.106; K0.8, except
that lower values may be used if it is shown that the floats
are incapable of submerging at a speed of 0.8 Vso in normal
operations; Vsoseaplane stalling speed (knots) with landing
flaps extended in the appropriate position and with no
slipstream effect; and g¨celeration due to gravity
(ft/sec**2).
(g) Float bottom pressures. The float bottom
pressures must be established under Sec. 23.533, except that
the value of K2 in the formulae may be taken as 1.0. The
angle of dead rise to be used in determining the float
bottom pressures is set forth in paragraph (b) of this
section.
[Amdt. No. 23-45, 58 FR 42162, Aug. 6, 1993; 58 FR
51970, Oct. 5, 1993]
Sec. 23.537 Seawing
loads.
Seawing design loads must be based on applicable test
data.
[Amdt. No. 23-45, 58 FR 42163, Aug. 6, 1993]
|
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Emergency
Landing Conditions:
|
|
Sec. 23.561 General.
(a) The airplane, although it may be damaged in emergency
landing conditions, must be designed as prescribed in this
section to protect each occupant under those conditions.
(b) The structure must be designed to give each occupant
every reasonable chance of escaping serious injury
when--
(1) Proper use is made of the seats, safety belts, and
shoulder harnesses provided for in the design;
(2) The occupant experiences the static inertia loads
corresponding to the following ultimate load factors--
(i) Upward, 3.0g for normal, utility, and commuter
category airplanes, or 4.5g for acrobatic category
airplanes;
(ii) Forward, 9.0g;
(iii) Sideward, 1.5g; and
(iv) Downward, 6.0g when certification to the emergency
exit provisions of Sec. 23.807(d)(4) is requested; and
(3) The items of mass within the cabin, that could injure
an occupant, experience the static inertia loads
corresponding to the following ultimate load factors--
(i) Upward, 3.0g;
(ii) Forward, 18.0g; and
(iii) Sideward, 4.5g.
(c) Each airplane with retractable landing gear must be
designed to protect each occupant in a landing--
(1) With the wheels retracted;
(2) With moderate descent velocity; and
(3) Assuming, in the absence of a more rational
analysis--
(i) A downward ultimate inertia force of 3 g; and
(ii) A coefficient of friction of 0.5 at the ground.
(d) If it is not established that a turnover is unlikely
during an emergency landing, the structure must be designed
to protect the occupants in a complete turnover as
follows:
(1) The likelihood of a turnover may be shown by an
analysis assuming the following conditions--
(i) The most adverse combination of weight and center of
gravity position;
(ii) Longitudinal load factor of 9.0g;
(iii) Vertical load factor of 1.0g; and
(iv) For airplanes with tricycle landing gear, the nose
wheel strut failed with the nose contacting the ground.
(2) For determining the loads to be applied to the
inverted airplane after a turnover, an upward ultimate
inertia load factor of 3.0g and a coefficient of friction
with the ground of 0.5 must be used.
(e) Except as provided in Sec. 23.787(c), the supporting
structure must be designed to restrain, under loads up to
those specified in paragraph (b)(3) of this section, each
item of mass that could injure an occupant if it came loose
in a minor crash landing.
[Doc. No. 4080, 29 FR 17955, Dec. 18, 1964, as
amended by Amdt. 23-7, 34 FR 13090, Aug. 13, 1969; Amdt.
23-24, 52 FR 34745, Sept. 14, 1987; Amdt. 23-36, 53 FR
30812, Aug. 15, 1988; Amdt. 23-46, 59 FR 25772, May 17,
1994; Amdt. 23-48, 61 FR 5147, Feb. 9, 1996$
Sec. 23.562 Emergency landing dynamic
conditions.
(a) Each seat/restraint system for use in a normal,
utility, or acrobatic category airplane must be designed to
protect each occupant during an emergency landing when--
(1) Proper use is made of seats, safety belts, and
shoulder harnesses provided for in the design; and
(2) The occupant is exposed to the loads resulting from
the conditions prescribed in this section.
(b) Except for those seat/restraint systems that are
required to meet paragraph (d) of this section, each
seat/restraint system for crew or passenger occupancy in a
normal, utility, or acrobatic category airplane, must
successfully complete dynamic tests or be demonstrated by
rational analysis supported by dynamic tests, in accordance
with each of the following conditions. These tests must be
conducted with an occupant simulated by an anthropomorphic
test dummy (ATD) defined by 49 CFR Part 572, Subpart B, or
an FAA-approved equivalent, with a nominal weight of 170
pounds and seated in the normal upright position.
(1) For the first test, the change in velocity may not be
less than 31 feet per second. The seat/restraint system must
be oriented in its nominal position with respect to the
airplane and with the horizontal plane of the airplane
pitched up 60 degrees, with no yaw, relative to the impact
vector. For seat/restraint systems to be installed in the
first row of the airplane, peak deceleration must occur in
not more than 0.05 seconds after impact and must reach a
minimum of 19g. For all other seat/restraint systems, peak
deceleration must occur in not more than 0.06 seconds after
impact and must reach a minimum of 15g.
(2) For the second test, the change in velocity may not
be less than 42 feet per second. The seat/restraint system
must be oriented in its nominal position with respect to the
airplane and with the vertical plane of the airplane yawed
10 degrees, with no pitch, relative to the impact vector in
a direction that results in the greatest load on the
shoulder harness. For seat/restraint systems to be installed
in the first row of the airplane, peak deceleration must
occur in not more than 0.05 seconds after impact and must
reach a minimum of 26g. For all other seat/restraint
systems, peak deceleration must occur in not more than 0.06
seconds after impact and must reach a minimum of 21g.
(3) To account for floor warpage, the floor rails or
attachment devices used to attach the seat/restraint system
to the airframe structure must be preloaded to misalign with
respect to each other by at least 10 degrees vertically
(i.e., pitch out of parallel) and one of the rails or
attachment devices must be preloaded to misalign by 10
degrees in roll prior to conducting the test defined by
paragraph (b)(2) of this section.
(c) Compliance with the following requirements must be
shown during the dynamic tests conducted in accordance with
paragraph (b) of this section:
(1) The seat/restraint system must restrain the ATD
although seat/restraint system components may experience
deformation, elongation, displacement, or crushing intended
as part of the design.
(2) The attachment between the seat/restraint system and
the test fixture must remain intact, although the seat
structure may have deformed.
(3) Each shoulder harness strap must remain on the ATD's
shoulder during the impact.
(4) The safety belt must remain on the ATD's pelvis
during the impact.
(5) The results of the dynamic tests must show that the
occupant is protected from serious head injury.(i) When
contact with adjacent seats, structure, or other items in
the cabin can occur, protection must be provided so that the
head impact does not exceed a head injury criteria (HIC) of
1,000.(ii) The value of HIC is defined as--
1 t2 2.5 HIC { (t2-t1) [---------- S a(t)dt ] }
(t2-t1) t1 Max
Where: t1 is the initial integration time, expressed in
seconds, t2 is the final integration time, expressed in
seconds, (t2-t1) is the time duration of the major head
impact, expressed in seconds, and a(t) is the resultant
deceleration at the center of gravity of the head form
expressed as a multiple of g (units of gravity).
(iii) Compliance with the HIC limit must be demonstrated
by measuring the head impact during dynamic testing as
prescribed in paragraphs (b)(1) and (b)(2) of this section
or by a separate showing of compliance with the head injury
criteria using test or analysis procedures.
(6) Loads in individual shoulder harness straps may not
exceed 1,750 pounds. If dual straps are used for retaining
the upper torso, the total strap loads may not exceed 2,000
pounds.
(7) The compression load measured between the pelvis and
the lumbar spine of the ATD may not exceed 1,500 pounds.
(d) For all single-engine airplanes with a VSO of more
than 61 knots at maximum weight, and those multiengine
airplanes of 6,000 pounds or less maximum weight with a VSO
of more than 61 knots at maximum weight that do not comply
with Sec. 23.67(a)(1);
(1) The ultimate load factors of Sec. 23.561(b) must be
increased by multiplying the load factors by the square of
the ratio of the increased stall speed to 61 knots. The
increased ultimate load factors need not exceed the values
reached at a VS0 of 79 knots. The upward ultimate load
factor for acrobatic category airplanes need not exceed
5.0g.
(2) The seat/restraint system test required by paragraph
(b)(1) of this section must be conducted in accordance with
the following criteria:
(i) The change in velocity may not be less than 31 feet
per second.(ii)(A) The peak deceleration (gp) of 19g and 15g
must be increased and multiplied by the square of the ratio
of the increased stall speed to 61 knots:
gp .0 (VS0/61)**2 or gp .0 (VS0/61)**2
(B) The peak deceleration need not exceed the value
reached at a VS0 of 79 knots.(iii) The peak deceleration
must occur in not more than time (tr), which must be
computed as follows:
31 .96 tr -------- --- 32.2(gp) gp
where--
gpThe peak deceleration calculated in accordance with
paragraph (d)(2)(ii) of this section trThe rise time (in
seconds) to the peak deceleration.
(e) An alternate approach that achieves an equivalent, or
greater, level of occupant protection to that required by
this section may be used if substantiated on a rational
basis.
[Amdt. 23-36, 53 FR 30812, Aug. 15, 1988, as amended
by Amdt. 23-44, 58 FR 38639, July 19, 1993; Amdt. 23-50, 61
FR 5192, Feb. 9, 1996]
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Fatigue
Evaluation:
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Sec. 23.571 Metallic pressurized cabin
structures.
For normal, utility, and acrobatic category airplanes,
the strength, detail design, and fabrication of the metallic
structure of the pressure cabin must be evaluated under one
of the following:
(a) A fatigue strength investigation in which the
structure is shown by tests, or by analysis supported by
test evidence, to be able to withstand the repeated loads of
variable magnitude expected in service; or
(b) A fail safe strength investigation, in which it is
shown by analysis, tests, or both that catastrophic failure
of the structure is not probable after fatigue failure, or
obvious partial failure, of a principal structural element,
and that the remaining structures are able to withstand a
static ultimate load factor of 75 percent of the limit load
factor at VC, considering the combined effects of normal
operating pressures, expected external aerodynamic
pressures, and flight loads. These loads must be multiplied
by a factor of 1.15 unless the dynamic effects of failure
under static load are otherwise considered.
(c) The damage tolerance evaluation of Sec.
23.573(b).
[Doc. No. 4080, 29 FR 17955, Dec. 18, 1964, as
amended by Amdt. 23-14, 38 FR 31821, Nov. 19, 1973; Amdt.
No. 23-45, 58 FR 42163, Aug. 6, 1993; Amdt. 23-48, 61 FR
5147, Feb. 9, 1996$
Sec. 23.572 Metallic wing, empennage,
and associated structures.
(a) For normal, utility, and acrobatic category
airplanes, the strength, detail design, and fabrication of
those parts of the airframe structure whose failure would be
catastrophic must be evaluated under one of the following
unless it is shown that the structure, operating stress
level, materials and expected uses are comparable, from a
fatigue standpoint, to a similar design that has had
extensive satisfactory service experience:
(1) A fatigue strength investigation in which the
structure is shown by tests, or by analysis supported by
test evidence, to be able to withstand the repeated loads of
variable magnitude expected in service; or
(2) A fail-safe strength investigation in which it is
shown by analysis, tests, or both, that catastrophic failure
of the structure is not probably after fatigue failure, or
obvious partial failure, of a principal structural element,
and that the remaining structure is able to withstand a
static ultimate load factor of 75 percent of the critical
limit load factor at Vc. These loads must be multiplied by a
factor of 1.15 unless the dynamic effects of failure under
static load are otherwise considered.
(3) The damage tolerance evaluation of Sec.
23.573(b).
(b) Each evaluation required by this section must--
(1) Include typical loading spectra (e.g. taxi,
ground-air-ground cycles, maneuver, gust);
(2) Account for any significant effects due to the mutual
influence of aerodynamic surfaces; and
(3) Consider any significant effects from propeller
slipstream loading, and buffet from vortex impingements.
[Amdt. 23-7, 34 FR 13090, Aug. 13, 1969, as amended
by Amdt. 23-14, 38 FR 31821, Nov. 19, 1973; Amdt. 23-34, 52
FR 1830, Jan. 15, 1987; Amdt. 23-38, 54 FR 39511, Sept. 26,
1989; Amdt. No. 23-45, 58 FR 42163, Aug. 6, 1993; Amdt.
23-48, 61 FR 5147, Feb. 9, 1996$
Sec. 23.573 Damage tolerance and
fatigue evaluation of structure.
(a) Composite airframe structure. Composite airframe
structure must be evaluated under this paragraph instead of
Secs. 23.571 and 23.572. The applicant must evaluate the
composite airframe structure, the failure of which would
result in catastrophic loss of the airplane, i |