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ATPL Notes AGK - Systems

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  • December 7, 2020
  • December 7, 2020
  • 38
  • 2020/2021
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By: lucygray • 10 months ago

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THE

PILOT

AGK
SYSTEMS
ATPL STUDENT
pilot NOTES
all info you need to pass atpl exams

, SYSTEMS
1

AIRCRAFT
STRUCTURES
&
AERODYNAMIC
LIMITATIONS


STRESSES
TENSILE
STRENGTH
BEAM
MOMENTS





• Load
per
cross
sectional
area.
• Even
more
stretching
after
the
elastic
limit
• Moment
=
Force
x
Distance


will
cause
the
material
to
neck
(get
thinner).
• Max
bending
moment
on
a
wing
occurs
at

• Tension
(tensile
stress)

EG/
fuselage
• Stress
increases
since
the
cross
sectional
the
root
due
to
furthest
distance
from
load.

• Compression

EG/
top
of
wing
area
reduces.
• Support
is
thicker
and
end
is
thinner

thus

• Shear
(cutting)

EG/
wing
root
bolts
• Just
before
failure,
the
material
has
saving
weight.

• Torsion
(twisting)

maximum
strength
per
unit
of
cross

• Bending

Compression
+
Tension
+
Shear
sectional
area.
This
is
the
tensile
strength.

• Buckling

Uneven
compressive
load
STRUTS



TYPES
OF
LOADS
BASIC
STRUCTURAL
MEMBERS
• Struts
are
designed
to
withstand
mainly


compressive
loads.

• Static

Continually
applied,
no
change.
• Tend
to
buckle
under
load
before
failure.

• Dynamic

Constantly
changes
BEAMS

• Normally
hollow.

• Cyclic

Continually
applied
and
removed.


• They
can
be
either
simply
supported
(both

ends)
or
be
cantilever
(one
end
only).
TIE

STRAINS

• They
are
subject
to
bending
with
one
side
in




tension
and
the
other
in
compression.
• Ties
are
designed
mainly
to
withstand

• Strain
is
deformation
due
to
stress.

• Beams
in
aircraft
are
usually
an
I
/
H
section
tensile
loads.

• Initially
proportional
to
stress
and
will

and
the
same
strength
as
a
whole
beam
is
• Normally
constructed
of
solid
rod
or
a
wire

return
to
original
shape.

possible
due
to
interaction
of
compression
of
relatively
small
diameter.

• Plastic
deformation
-­‐
Once
elastic
limit
is
and
tension
(but
it
is
of
course
lighter).

exceeded,
stretching
will
continue
but
will

not
return
to
original.


, SYSTEMS
1

AIRCRAFT
STRUCTURES
&
AERODYNAMIC
LIMITATIONS


THE
FUSELAGE
SEMI
-­‐
MONOCOQUE
FUSELAGE
FUSELAGE
TYPES




• Majority
of
stress
dissipated
by
internal
• Circular

THE
FUSELAGE
components
and
very
little
by
the
skin.
o Good
for
containing
hoop
stress


• Gives
a
strong,
relatively
light
structure
with
o Lowest
amount
of
skin
drag
for
volume

• Accommodates
crew
and
payload
lots
of
space.
o Bad
for
space

• Supports
other
components
of
the
aircraft.
• Longerons

Longitudinal
(Main
stresses)
• Rectangular

• Subject
to
a
number
of
stresses
in
flight:
• Frames

Vertical
(Stress
+
gives
rigidity)
o Max
use
of
space

o Nose
and
tail
droop
down
causing
• Stringers

Support
the
skin
o Bad
for
pressurization

tension
on
top
and
compression
• Bulkheads

Airtight
for
pressurisation
o Used
in
light
a/c
and
non
pressurised

underneath.
transporters.

o Compounded
by
tail
exerting
downforce
• Oval

o A380
Design

o Good
use
of
space

TRUSS
TYPE
FUSELAGE
o Best
compromise
for
pressurisation


o Requires
very
strong
floor
beams.

• Frame
supports
the
load,
skin
is
merely
to
o Double
bubble
section
can
be
used
to

cover
and
reduce
drag.
reduce
total
tension
on
each
frame.

• Longerons
run
longitudinally
and
provide

the
main
load
bearing.

• Supported
both
vertically,
horizontally
and
PRIMARY
VS
SECONDARY
STRUCTURE

diagonally
with
web
members
to
give


complete
rigidity.
• Primary
-­‐
A
critical
load-­‐bearing
structure.

• No
space
for
payload
so
mainly
on
light
• Secondary

Structural
elements
mainly
to

aircraft.
HOOP
STRESS
provide
enhanced
aerodynamics.



• Large
forces
which
push
the
fuselage

MONOCOQUE
FUSELAGE
outwards
as
a
result
of
pressurisation.


• Tension
in
frames.

• Skin
takes
all
the
load.
• Bending
in
longerons,
stringers
and
skin.

• No
internal
load
bearing
structure
although

former
rings
sometimes
fitted
to
give

shape.

• No
ability
to
add
doors
etc
otherwise
ability

of
skin
to
withstand
stress
is
destroyed.


, SYSTEMS
1

AIRCRAFT
STRUCTURES
&
AERODYNAMIC
LIMITATIONS


THE
WINGS
/
MAINPLANE
TORSION
BOX
THE
TAIL




• Supporting
the
twisting
motion
of
lift
of
the

THE
WINGS
wings.
TAIL
SECTION


• Links
the
spars,
skins
and
ribs.


• Semi-­‐monocoque
design
• One
in
each
wing
plus
a
centre
spar
to
link
• Semi-­‐monocoque
design

• Spars

Withstand
bending
and
torsional
the
two
wings.

loads
• Wing
torsion
can
result
from
positive
sweep

• Ribs

Gives
shape.
Holes
make
it
stronger

and
lighter.

• Stringers

Support
the
skin.

• Centre
spar
can
also
be
included
to

supported
undercarriage
etc.





SANDWICH
TYPE
CONSTRUCTION
HONEYCOMB
CONSTRUCTION

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