AEROPLANE
CONSTRUCTION
AEROPLANE
CONSTRUCTION
A
Handbook
on the variousMethods
and
Detailsof
Constructionemployed
inthe Building
of
AeroplanesBY
SYDNEY
CAMM
' * II
ASSOCIATEFELLOW ROYAL AERONAUTICALSOCIETY
LONDON
CROSBY
LOCKWOOD
AND
SON
7,
STATIONERS'
HALL
COURT,
LUDGATE
HILL
WILLIAM CLOWESANDSONS. LIMITED, LONDONANDBECCLEe.
PBEFACE
THE
articlesembodied
with
othermatter
in thisbook,
were intended
as abroad survey
of the principlesand
details ofmodern
aeroplane construction,concerning
which
there is a noticeable deficitamongst
existingaeronautical literature.
They
were
written at atime
when
specific referencesto
modern
British aircraftwere
forbidden,and
although
from
acomparative
point ofview
this is tobe
regretted,the details
and methods
dealtwith
are, in the author'sopinion, representative of those
most
generallyused
inmachines
of present-day design. It ishoped
tthat the
book
will appealnot
only
to thoseengaged
on
themanufacture, but
also to thoseconcerned with
the uses ofaircraft.TABLE
OF
CONTENTS
CHAPTER
I. PAGE INTRODUCTION . 1CHAPTER
II. MATERIALS . . . . ' . ....
. . 6CHAPTER
III.SPARS AND STRUTS . . . . 18
CHAPTER
IV.PLANE CONSTRUCTION . . '.. 30
CHAPTER
V.DETAILS OF PLANE CONSTRUCTION ,
_..;
...
40CHAPTER
VI.INTERPLANE STRUT CONNECTIONS . . .
.51
CHAPTER
VII. WING-TRUSSING SYSTEMS . . , -,', -. ' 59CHAPTER
VIII. FUSELAGE CONSTRUCTION67-CHAPTER
IX. FUSELAGE FITTINGS .CHAPTER
X. PAGE UNDERCARRIAGE TYPES 86CHAPTER
XI. UNDERCARRIAGE DETAILS ! . 93CHAPTER
XII. CONTROL SYSTEMS 101CHAPTER
XIII.WIRES AND CONNECTIONS . 108
CHAPTER
XIV.ENGINE MOUNTINGS . 116
CHAPTER
XV.ERECTION AND ALIGNMENT 123
AEROPLANE
CONSTEUCTION
CHAPTER
I.INTRODUCTION.
THE
purpose of this book is to givesome
indication of theprinciples
and methods
of construction ofmodern
aeroplanes, as distinct from those considerations pertaining purely to design, although occasional references to various elementaryprinciples of aerodynamics have been found necessary to
illustrate the
why
and wherefore of certain constructionaldetails.
To
many
the aeroplane is a structure of appallingflimsi-ness, yet the principle which it exemplifies, that of obtaining
the
maximum
strength for aminimum
of weight, constitutesa problem of which the solving is not only an unceasing
labour, but one
demanding
the observance of the best engi-neering procedure.The
whole future of aviation,commer-cially or otherwise,
may
be said to be indissolublybound up
with the developmentof efficiency;
and
whether this is to beattained in improvements in aerodynamical qualities,
by
the discovery of a material giving a greatly enhanced strength toweight ratio, or
by
progress in the arrangement of the variousmembers
of the complete structure of the aeroplane, is amatter
upon which some
diversity of opinion exists.How-ever, itis certain thatthe very great developments of the last
few years are clue
more
to refinements in design ratherthanconstruction;
and
it is questionable whether theconstruc-tional
work
of themodern
aeroplane has developed equally with design, so that, even taking for granted the oft-repeated,but very doubtful, statement that
we
are approaching the limitations 01 ilengu, there irf certainly plenty of scope forexperiment
and improvement
in the constructional principlesofthe
modern
aeroplane.Standardization
of Details.Whatever
may
be said for the standardization of aeroplanetypes, a
scheme
which should effect a considerable saving in labourand
material, and which offers chances of success,would consist in the standardization of metal fittings and
wood components
generally, for in this direction there is cer-tainly great need for improvement. Taking as a hypothesis the variousmakes
of scouting machines,we
find hardlyany
two details the same. This
means
that if in this countrythere are six firms producing machines of their
own
design (these figures, of course, being purely suppositionary), therewill be six sets of detail drawings, six sets of jigs, templates,
and press tools,
and
sundry specialmachine
tools. Thereseems no valid reason
why
many
of the fittings for allmachines withincertain dimensions should not be of standard design,
and
a brief review of the various details which could be standardized without detracting in the least fromaero-dynamical efficiency willindicate the extent to whichthe con-serving oflabour could be carried. In the construction of the fuselage, the clips fastening the longerons and cross struts could easily be of one design, whatever the
make
of themachine. At present
we
findsome
clips are bentup
from astamping
and
attached to the longeron without the drillingof the latter;
some
builtup
from various parts, such as washer-plates, duralumin pressings, and bolted through thelongeron; while
some
combine advantagesand
others the disadvantages of both. Insome
cases the longerons of spruceare spindled outfor lightening; inothers nospindling occurs;
while in a few instances hickory or ash, with or without channelling, is used. There are the interplane strut attach-ments, stern-post fittings, control-surface hinges, and
under-carriage attachments, all showing great variations, and inall of whichthe design could bebroughtwithin reasonable limits.
INTRODUCTION
3As
indicatinghow
unnecessary agood deal of thevariation is,one
may
instance the fact that for the swaged streamline, or R.A.F. wires, there are at least three different terminals inuse. Although
more
difficult of achievement, there is scopefor
improvement
in the different arrangements for the fixedgun
mounting, while a standard instrument board wouldbenefitthe pilot.
Methods
ofManufacture,
It is fairly well
known
that the output ofsome
firms isconsiderably better than others, although themachines are of
the
same
design. Although a goodmany
factorsmay
con-tribute to this result, it seems fairly certain that insome
cases themethods
of manufacturemust
be superior, whichcalls for
some
system of standardizing the broad principlespertaining to manufacturing procedure.
Under
thisarrange-ment
amuch
better estimate of probable output could bemade. It is also necessary
by
the fact thatsome
firms havebeen developed through the exigencies of war,
and
not as a result ofany
great manufacturing ability, whereas in peacetime the spur of competition would force the adoption of the
most rapid
methods
of production.The
creation of a central or universal office for the design of the various jigs used in the manufacture of aircraft,with power to decide the processof manufacture, although a
somewhat
far-reaching reform,would certainly eliminate a
number
of useless experimentsmade
by
the individual constructors,and
would also greatlyimprove the interchangeability of the various components.
Inaddition, fresh firms to the aviation industry would be at
once acquainted with the general
methods
of manufacture,which
should be of considerable assistance in expeditinginitial output. Of course, this system would tend rather to destroy individual initiative, in that
much
that isnow
leftto the skilland
experience of theworkman
would bepredeter-mined, althoughthis would be
more
than compensated forby
the increased benefits accruingto the State. Jigs designed to
produce the
same work
in different works often differ inrate of production.
As
an instance, insome
works elaboratebenches are considered necessaryfor the erection of fuselages,
while in others a pair of trestles suffices.
With
this systemof unified manufacturing procedure extreme regard would have to be paid, in the design of various jigs
and
fixtures, to adaptability for modifications in design. Otherwise the various alterationswhich
arebound
to occur wouldresult inan
unnecessary expenditure on fresh jigs. It issomewhat
unfortunate that in the general design of an aeroplane, in
numerous
cases, far toolittle regard is paid to considerationsof easeof manufacture,
and
this is frequently responsible forthe
many
changes in design after a contract has been started.Under
anideal system of standardization, the requirements ofmanufacture would necessitate consideration in the design of
the constructional details.
Metal
Construction,The
question of the aircraftmaterials of the future is notso
much
a problem as amatterof gradual evolution. In viewof the dwindling supplies of suitable timber, it certainly seems
more
than probable thatsome
formof metal construction willone day constitute thestructure of the aeroplane.
The
manu-facture of the variouscomponentsinwood
does notnecessitatean extensive plant, the labour necessary is comparatively
cheap
and
easily available,and
moreover tHe transitory natureof the whole business,
and
the ease with which essentialchanges in type can be
made
without the wholesale scrappingof the expensive jigs associated with the use of steel, all
strengthen the case in favour of wood.
The
conclusion ofhostilities would introduce another state of affairs, and it is
conceivable that the various types will then be standardized
fordifferent purposes,
which
may
necessitate the greater useof steel. Certainly the advantage of steel would be better realized under
some
system of standardized design, but this unfortunately is not possible while present conditions obtain.The
advantages of metal as a material considered briefly,arethatit permits of design to close limits without the allowance
INTRODUCTION
5 the great variation in the strengths of wood, manufacturingprocedure wouldbe expedited,whileone can reasonably expect a greater degree of precision in the finished machine, due largely to the increased facilities for accurate manufacture of
components which metalaffords. Itis quite possible,ofcourse, given a uniform grade of steel, to design to extremely close limits without fear of collapse; but the
human
factor in theshape of fitter, welder, or operator introduces the
unknown
element,
and
one for whichsome
allowancemust
always bemade.
One
cannot assert thatany
very decided indicationexists of a trend in
modern
design towards metalconstruction,and
it is quite possible that this will not arrive until it isrendered imperative by reason of the scarcity of timber.
The
precise composition of the metal is rather a controversial matter,some
authorities favouring steel,and
otherssome
alloy of aluminium, suchas, for instance, "duralumin."
The
production of a suitable alloy constitutes a real problem
and
one
upon
whichthe AdvisoryCommittee
for Aeronautics havealready
made
investigationsand
experiments.A
disadvantage with steel isthat, although it is quite possible toproduce, say,a fuselage entirely of this material to withstand easily the greatest stress encountered in flying, such a structure, owing
to the thin nature of the various components, would suffer
damage
through shocks induced byrolling over rough ground,and also byhandling. In addition the effects of
crystalliza-tionwould require
some
considerable study. Theseand
otherreasonsindicate that an alloy of aluminium,
which
for a given weight would be considerablymore
rigid than steel, offers possibilities as a material. It might prove advantageous tocombine both metals, using steel for the
more
highly stressed parts,such as,forinstance,wing
spar attachments, inter-plane bracinglugs, and indeedany
partwhere
the load to be carriedis one induced
by
tension.The
foregoing is indicative ofsome
of themore
important directions inwhichimprovement and
developmentarepossible,and certainly
ample
scope yet exists for the attention of the student, or indeedany
one interested in the future of the aviation industry.CONSTRUCTION
CHAPTER
II.MATEEIALS.
SEEINGthat
wood
constitutes the material for the greater partof the structure of the aeroplane, that is with very few excep-tions,
some
noteson the characteristics and qualities of thosewoods
most
commonly
usedmay
prove of interest.The
choiceof a suitable
wood
for aircraft construction is a matter ofsome
difficulty, engendered bythevariety of considerations ofwhichat least
some
observance is essential.The
fundamentalprincipleofaircraft construction, thatofobtaining the
maximum
strength for aminimum
of weight, affords one standpointfrom which a particular
wood
may
be regarded, but this doesnot constitute in itself a sufficient reason for its choice. Of
almost equal importance are such considerations asthe length
and
size of the balks obtainable from the log, the total stockavailable, therelative straightness of grain
and
freedomfrom
knots as well as thedurability ofthewood.Variable
Qualities ofWood.
The
choice is additionally complicated by the very greatvariation found in the strength
and
characteristicsof trees of exactlythesame
species,and
alsoof different portions cutfromthe
same
tree.The
nature of the siteupon
which a tree isgrown
exercises amarked
influence upon its properties, while as a general rule, itmay
be taken that the greaternumber
ofannual growth rings per inch, thegreater the strength. It is
also a general rule that
up
to certain diameters, the timber contained in that partof the tree the greatest distance from thepith, or centre, is the stronger.MATERIALS
7The wood
obtained from the base of atree is heavier thanthat at the top,
and
one finds the influence of this in the necessity for balancingand
alternating thedifferent laminae ofair-screws before gluing.
Shrinkage.
Anotherpoint,
and
one which is intimately concerned withthe proper seasoning of timber, is the
amount
of moisture contained in a specimen,and
this latter pointis ofsome
con-siderable importance,as not onlyis a largeamount
ofmoisturedetrimental to the strength values of the timber, but it also renders useless
any
attempt at precision of workmanship. It isthis very pointof shrinkage,which
constitutes thegreatestbarto the achievement of a
measure
ofcomponent
standard-ization,
and
it is also one of themost
serious disabilities ofwood
as a material for aircraft construction. It isnow
necessary in the production of finished parts to
make
some
allowancefor resultant shrinkage, which is a matter of
guess-work,
and
only practicablewhere
some
time will elapsebetween the finishing of the part
and
its erection in thecomplete machine.
Under
present conditions,more
oftenthan not the parts are assembled almost immediately they are made, which
means
that noallowance over the actual size is possible, this being due to the various fittingswhich
in the majority of machines are of set dimensionsand
clip orsurroundthematerial.
As
a natural sequence shrinkage occurs subsequent to theattachment of the fitting, followed by looseness
and
loss ofalignment in the structure. Until the proper period for
seasoning can elapse, between the cuttingof the tree
and
itsconversion into aeroplane parts, it is difficult to see
how
thisdisabilitycan be obviated, although latterly
some
considerableadvances have been
made
withartificial methods of seasoning.The
prejudice against kiln drying is founded on the beliefthat the strength ofthetimber is reduced,
and
that extraneous defects are induced.A
method
which is a distinctimprove-ment
on those systems, using superheated steamand
hot air,system, steam under very low compression is constantly
cir-culated through the timber, drying being effected by a gradual reductionin the humidity ofthe atmosphere.
Unreliability of
Tabulated
Tests,The
various tables which exist indicating the strength, weight,and
characteristics ofvarious woods areofvery doubt-ful utility, insome
cases fallacious,and
in nearlyall cases fartoo specific.
The
foregoing enumeration ofsome
ofthe varia-tions existing withwood
will indicate theenormous
difficultyof obtaining with
any
exactitudea result representativeof the species ofwood
tested,and
which could be regarded as reliabledata for the calculation of stresses, or for general design.
The
moisture content of timber, an extremely variable quantity, greatly affects the figures relating to the strengthand
weight of timber, so that tables indicating the propertiesof woods should include the percentage of moisture contained
in the examples tested. Again, certain woods possessing
relatively high strength values, are frequently short-grained
and
brittle, and therefore not so suitable as other woods oflower strength values, but ofgreater elasticity
and
resiliency.WOODS
IN USE. SilverSpruce.
The wood
most extensively used for themain
items ofconstruction is silver spruce, or Sitka spruce, found in great quantities in BritishColumbia. Experience has proved this
wood
pre-eminently suitable for aeroplane construction, itsstrength-weight ratio is particularly good, it can be (at least
until recently) obtained in long lengths
up
to 80ft., and, moreover, is particularly straight grainedand
free from knotsand
other defects. There are otherwoods possessing higherstrength qualities, but in
most
cases their value is greatly diminished by reason of the greater weight, and that only a limited portion straightofgrainand
free from knots isobtain-able.
The
weight of Sitka spruce varies from 26 to 33 Ibs.MATEEIALS
9figure, a good average specimen fairly dry would weigh about
28Ibs. per cubic foot.
Some
impression of the extent towhich it enters into the construction of the aeroplanewill be gathered if the components usually of spruce are detailed.
For
themain
spars of the planes spruce is almost universallyused, as here great strength for the least weight is of extreme
importance, while a consideration almost as important is the necessityof agood average length, straight grained
and
freefrom defects. It is also usedfor thewebs
and
flanges of thewing
ribs, the leadingand
trailing edgesand wing
structure generally.The
longerons or rails of the fuselage ofmany
machines are spruce, although in this instance ash and
hickory are used to a moderate extent.
The
growing practiceis to
make
the front portion of the fuselage of ash, as this issubject to the greater stress, while the tail portion is of
spruce; but in a
number
of cases thelatter material is usedthroughout.
The
cross struts of the fuselage are invariably of spruce, as well as such items as inter-planeand
under-carriage strutsand
streamline fairings.Virginia
Spruce.
Thisis of a lower weight per cubic foot than Sitka spruce,
but does not possess such a good strength value, cannot be obtained in such large pieces,
and
is generally subject to small knots, which limit the straight-grained lengths procurable.Itis distinguishable from Sitka spruce by its whitenessof colour
and
general closeness of grain.Norwegian
Spruce.
This
wood
is alsoknown
as spruce firand
white deal,and
is
grown
principally in North Europe. Selected balks can be obtained to weigh nomore
than 30Ibs. per cubic foot,which compares very favourably with silver spruce. It can be obtained in average lengths, but it is subject to the presence of small hard knots and streaks of resin, althoughthe writer
has seen consignments with very few knots.
A
materialfrom the
same
source, and ismore
durable than Norwegian spruce. It is inclined to brittlenesswhen
dry, and is heavierthanwhite deal, weighing about 36Ibs. per cubic foot.
The
recent shortage of silverspruce has led to the
employment
ofNorwegian spruce for items such as fuselage struts, hollow
fairings to tubular struts, the webs
and
flanges of the planeribs,
and
generally for those components for which longstraight-grained lengths arenot absolutely essential.
For
fuselage struts, where the chief consideration isstiff-ness, to resist the bending strain produced byinequalities of
wiring, fittings, etc.,it
may
actually give better results, beingslightly
more
rigid than silver spruce at least that is the writer's experience of it. In addition, very little increase in weight would result, as thiswood
can be obtained of almost thesame
weight per cubic foot as silver spruce.The
defect usuallymet
with in thiswood, of knots occurring at intervals,would be of no great detriment, the lengths needed for the
fuselage struts being approximately 3 feet
and
less, and itwould therefore be easily possible to procure
wood
of thislength free from knots.
The
other items enumerated areofvaryinglengths, which, with care in selection and conversion, could be arranged for.
The
practical application of thiswould be the increased
amount
of silver spruce available forsuch highly stressed items as wing spars, interplane struts,
and
longerons.Ash.
This
wood
is one of the most valuable of those employed,being extremelytough and resilient. There are two varieties
in use, English
and
American, the former being consideredthe better material. It is used
tmainly for longerons,
under-carriage struts,
and
for all kinds of bent work. It possessesthe qualityof being readily steamed to comparatively sharp
curves, and will retain the bend for a considerable period.
The
strengthand
characteristicsof ash vary greatly with the climate under which it is grown,and
itis alsomuch
heavierthan spruce, the weight per cubic foot ranging between 40
MATERIALS
11greater than 20 ft.,
and
even in lengthsup
to that figure,continuity of grain is
somewhat
rare. It is notable that onvarious
German
machines, ash in conjunction with a speciesof
mahogany
is used for the laminae ofthe air-screw.Hickory.
Hickory, aspeciesof walnut,isimported from
New
Zealandand
America,and
possesses characteristics similar to those of ash. It is obtainable inabout thesame
lengths as ash, but in the writer's experience is ofgreater weight. Its chief propertyis extreme resiliency, which
makes
it especially suitable for skids,and
it has also been used to a limited extent for longerons. It is subject to excessive warping in drying, isnot sodurable as ash,
and
the great difficultyexperienced in obtaining straight-grained lengthsisresponsibleforitswaning
popularity.
Walnut.
This
wood
is almost entirelydevoted to themaking
ofair-screws, although the dwindling supplies
and
the very short lengths obtainable haspractically enforced theemployment
ofother woods for thispurpose.
Mahogany.
The
term "mahogany
" coversan
infinite variety ofwoods, possessing widely different characteristics,
many
ofthe species being quite unsuitablefor the requirementsof aircraftwork. That
known
asHonduras
mahogany
possesses the best strength values, is ofmedium
weight, about 35 Ibs. per cubic foot,and
is in general use for airscrewsand
seaplane floats.It has been used on
some
German
machines for such partsas rib webs, but is not really suitable for parts of
com-paratively small section,such aslongerons, as itis inclined to
brittleness. It is of particular value for seaplane floats
and
the hulls of the flying-boat type of machine, as it is not affected bywater.
A
defect peculiar toHonduras
mahogany
is the occurrenceofirregular fractures across the grainknown
similar in appearance to the
Honduras
variety, a species quitedistinct in appearance is that
known
asCuban
or Spanishmahogany,
which is of darker colour,and
much
heavier in weight, averaging about 50 Ibs. per cubic foot, which latterfactor almost precludes its use foraeroplane construction.
Birch.
One
finds very few instancesof the use of thiswood
for aeroplane details, although it is used fairly extensively inAmerica
for air-screw construction, for which it is onlymoderatelysuited. It possesses a high value of compressive
strength across the grain, but is
much
affectedby
climatic changes,and
does not take glue well. It is useful for bent work,and
might conceivably be used insteadof ash for small bentwork
details. Its weightis about 44 Ibs. per cubic foot.Poplar.
Under
thisname
is included such woods asAmerican
whitewood, cotton wood, bass wood, etc.
The wood
soldunder one or other of thesenames
is generally very softand
brittle,and although of a light nature, weighing about 30 Ibs. per
cubic foot and less,it is ofverylittle utility for the
work
underdiscussion. Ithas been used for
minor
partssuch as rib webs,and fairings to tubular struts.
Oregon
Pine.The
scarcity of silver sprucehas led tothe adoption of thewood
known
as Oregon pine for most of the components forwhich 'the former
wood
has hitherto been used.The
term"
Oregon pine
"
is appliedtothe Douglasfir,oneof the largest
ofthefir species, a length of 200 ft. being an average. It is
altogether heavier than silver spruce, weighing about 34 Ibs.
per cubicfoot,
and
also differsgreatly inappearance, possessinga reddish-brown grain, with very distinct annual rings. Its strength toweight ratiosare practically equal tothoseof silver
spruce, although in the writer's experience it has a tendency towards brittleness,
and
is not so suitable as Sitka spruce forMATERIALS
13wood
it is noticeable thatthe effect of drying on freshlysawn
lengths for longerons, etc., is the appearance of " shakes" or cracks, not previously discernible. Its appearance generally isreminiscent of pitch pine, for
which
wood
it is sometimessubstituted in connection with building.
Other
Woods.
The
foregoing constitute woodswhich
are in fairly general use for one purpose or another, there being, of course, verymany
other varieties,some
of whichmay
be called into use with the progressoftheindustry. Oftheconifer species,silverspruce is easily the
most
suitable timber for aeroplane con-struction,and
one realizes thismore
as the various substitutes are tried.As
an instance,.cypress is straight of grain withno very great increase over the weight of spruce, being also well
up
the tableof strengths. It is,however,much
too brittleforthe various
members
of smallsection ofwhich anaeroplaneis composed,
and
does notseem
to haveany
extensive futurefor aircraft work. Another, at one time much-advertised
wood, is Parang, a species of
mahogany.
It has been reputedto bend well, but it certainly does not enter into the
con-struction of
modern
aeroplanes.A
consignment handled bythe writer
some
years agoand
intendedfor bending,was foundto be exceedinglybrittle,
and
although standing a good load, fractured almost square across the grain, in amanner
known
colloquially in theworkshop
as "carrot-like."The
lattertermis indicative of a characteristic
which
precludes the use ofmany
woods possessing other physical properties especiallysuitable for aircraft work.
Multi-ply
Wood.
This term is applied to the sheets of
wood composed
of anumber
of thin layers glued together with the grain reversed.Asthelayersare obtained by rotating thetree against cutters in such a
manner
that a continuous cut is taken from the outside almost to the centre, it is possible to get very greatwidths, which
makes
it particularly suitable foraircraft work.from 2\> in.
up
to -J in
-> consisting of three, five, and sevenlayers,althoughthethree-ply variety inthicknesses
up
to 3%in. ismore
commonly
used. It ismade
up
in nearly all woods,but those mostly utilized in the aeroplane industry are birch, ash, poplar,
and
satin-walnut, birch being superior by reasonof its closeness of grain.
Ash
ply-wood insome
'instances tends towards brittleness, while poplar, although exceptionallylight,is verysoft and only used forminorparts. Satin-walnut
is very even in qualitybut is apt towarp.
Defects
inTimber.
Perhaps the
most
common
and
prolific defect encounteredwith the use of timber is the presence of cracks or shakes of
different character,
which
are due to different causes. Fig. 1 indicates a verycommon
form,known
as a "heart shake,"FIG. 1. Heartshake. FIG.2. Starshake. FIG. 3. Cupshake.
dividing the timber at the centre; while Fig. 2, a
" star shake," is really a
number
of heart shakes diverging from the centre.The
process of seasoning sometimes results in the separation of the annual rings, forming cup shakes, asshown
in Fig. 3. It should be understood that the presence ofFIG. 4. Twistedgrain.
shakes
may
render useless an otherwise perfect specimenof timber, as it frequentlyhappens that in the conversion of
timber so affected the usable portions do not permit of the
sizesnecessaryfor suchitems as wing spars and struts.
The
defect of twisted grain (Fig. 4) is often found in ash, and isMATERIALS
15and
renders suchwood
of limited utility. Shrinkage affects all timber in varying degrees,and
its effect on boards dueto their position in the log is
shown
by Fig. 5, whileFig. 6 indicates the effect of drying on a squared-up section. Incidentally one
may
point out that the annual rings, viewedfrom theend of the section, should be as straight as possible,
which would obviate to an extent the distortion due to drying in a
component
subsequent to its finishing. Another defect,and one
somewhat
difficult to detect, is the presence of abrownish speckled tintin the grain.
Any
evidence of this inFIG. 5. Shrinkageofboardsdue
to position inlog.
FIG.6. Effectof drying on a squared-upsection.
a specimenindicates thebeginning of decay, and is caused by insufficient seasoning and lengthy exposure in a stagnant situation.
Steel.
The
greater proportion of the various fittings employed in the construction of the aeroplane are builtup
from sheet nickel steel, usually of a low tensile strength, to permit ofworking in a cold state, as, with a higher grade steeJ, the
process ofbending to template
by
hand, inmany
cases a nonetoo careful procedure, would result in a considerable
weaken-ing ofthe material at the bend. Inaddition, the operation of
welding, which
now
enters into the construction of anumber
of fittings, also necessitates a moderate grade of steel.
A
higherclass of sheet steel, from 35 to 50tons tensile, is used
for parts subject to stress, such as interplane strut-fittings,
wiring-lugs, etc.
As
a higher grade of steel is better from a strength-for-weight point of view,itsemployment
for bent-upCONSTRUCTION
clips is desirable, although where such a steel is used it is
almost necessary, if theoriginal strength of the material isto
be retained in the finished fitting, to effect the various bends
in a machine, in conjunction with bending jigs. Careful
heat-treatmentafter bending to shape is an important factor inremoving the stresses set
up
byworking, and in rendering the structure ofthe materialmore
uniform.Steel
Tube.
Steel, in the form of tubing of various sections, enters largely into aeroplane construction,
and
may
be said to con-tribute largely to the efficiency of the structure. It isnow
being used for the different items of the undercarriage, for
struts in the fuselage, interplane struts,
and
inmany
cases control surfaces, such as the ailerons, elevators, and rudder, are being built of this material entirely. In the earlydays ofaviation steel tubing attained
some
considerable popularity,many
machines being built almost entirely of tubing; butdifficultiesin its manipulation,and the fact that veryoften the
methods
of attachment reduced its strength considerably,gradually ledto the general
employment
of wood.The
greatadvances lately
made
in the productionofa high-gradenickel-chrome
steel, with a high ultimate tensile stress, arerespon-sible foritspresent increasing use.
Aluminium.
The
present use ofaluminium
is restricted to the cowlingof the engine,
and
occasionally as a body covering. Althoughit islight in weight, its extremely low strength values render
it of very little use for other purposes. It attained
some
measure of popularity in the earlydays of aviation,
particu-larly for the manufactureof different strut-sockets,which were castfrom
aluminium
; but the general bulkiness of the fittings,in addition to thefact thatit
was
generallynecessaryto incor-porate a steel lug to form the wire anchorage, caused it togradually fall into disuse.
The
tendency ofaluminium
toflake
and
corrode, which is intensified by the action of saltMATERIALS
17 attempts have beenmade
through various alloys to impartgreater strength to the material,
and
although progress has resulted, the characteristics ofmost
of the products are unreliable.Duralumin.
Of the different alloys, duralumin is probably the best,
although one believes that its qualities are principally the result of special heat treatment. Its use is at present restricted to those parts not subjected to
any
great tensilestrain. It is considerably less than half the weight of steel,
bulk for bulk, and, properly used,
may
effect a considerable saving in weight.The
fact that it has not achieved the popularity it deservesmay
be ascribed to the difficultiesexperienced in working it, especially for such parts as body
clips,
where
several bends are necessary,and
to -the rather arbitrarymethods
in use. If properly annealed, no difficultyshould occurin obtaining a reasonably sharp bend.
The
pro-cessrecommended
by themakers
consists in heating themetal in a muffled furnace to a temperature of approximately
350 C.,
and
the necessarywork
done as-soon as possible aftercooling.
The
importance of this is due to the fact thatthe process of annealing imparts to the metal a tendency tobecome
brittle with time.The
writer has often contendedthat,where duralumin is used, it should be with a real desire to reduce weight.
Too
often one sees a fitting of such lavishdimensions as to entirely nullifythe advantage of thelighter metal.
CHAPTER
III.SPARS
AND
STRUTS.HAVING
thus considered generally the chief materials of air-craft construction,we
will proceed to examine the various types of sparsand
struts in present use.The main
spars ofthe wings are byfar the most important items ofthe complete
structure,
and
very great careis always taken to ensure that only the best of materialsand workmanship
are concernedwith their manufacture. Looking back at the days one usually associates with the aero shows at Olympia,
multi-tudinous
methods
of buildingwing
spars can be recalled.Some
composed of three-plyand
ash; others, lesscommon,
ofchannel steel;
and
a few of steel tubing, either plain orwood
filled. Various reasons
and
causeshave combined toeliminate thesemethods
of construction.For
instance, the spar ofchannel steel proved
much
too flexible, although thischarac-teristic
was
no great disadvantage in those machines employ-ingwing-warping forlateral control,forwiththis arrangementa certain
amount
of flexibility in the wing structure is essential.While
steel tubing is excellent formany
details it can hardly be said to be really suitable for wing spars, whichare stressed essentially as beams.
Now,
the strength of abeam
varies as the square of the depthof the beam,and
it isobvious thatin the case ofacircular steel tube the material is
evenly distributed about the neutral axis,
and
therefore itsstrength in both horizontal and vertical directions is equal;
although employed as a strut, this feature becomes of real
value. One, however, still encounters its use on
modern
SPARS
AND
STRUTS
19made
inconstruction generally since 1914 has tended greatly towards a reduction in thenumber
of differentmethods
em-ployed,and
this will be realized from a consideration of theaccompanying spar sections which are in use to-day on one
make
ofmachine
or another.Spar
Sections.The
I section form of wing spar,shown by
Fig. 7, is in general use, being spindled from the solid. It is compara-tively easy to produce, which in ameasure
explains itsFIG. 7. Solid spar.
popularity,
and
it also disposes the material in probably the bestmanner
for the stresses involved.The
laminated spar, Fig. 8, is animprovement
on the solid channelled spar; it isstronger, willwithstand distortion toa greater degree without injury,
and
the strength is alsomore
uniform thanwith thesolid spar.
An
additional point in its favour is that it ismuch
easier to procure three pieces of small section timber free from defects than one large piece,which, inview of the increasing scarcity of perfect timber, isan
important con-sideration. In order to minimize the riskofthe glue betweenthe laminations failing, the usual practiceis to copper rivet or bolt the flange portion, while both spars are left solid atthe point of attachment of the interplane strut fittings and wire
anchorages.
The
sparshown
byFig. 9 is of the hollowboxvariety, chiefly used for machinesof large wing surface, where
FIG. 8. Laminatedspar.
weight reduction is an important factor.
The
two halves ofchannel section are spindled from the solid and glued
to-FIG. 9. Hollowbox-spar.
gether.
The
joint is strengthened bythe provision of smallfillets or tongues of hard wood,
and
insome
instances the complete spar isbound
with glued fabric.Comparing
theSPARS
AND
STRUTS
21 hollow spar with the solid,and
neglecting the cost factor,the writer contends that the advantage is indisputably with
the former.
The
tendency of the I-section spar to bucklelaterally is of
much
lessermoment
in a hollow spar of the typeshown by
Fig. 9, while for a given weight it showsan
increase in strength,
and
forequal strength it ismuch
lighter.A
differentversion ofthe hollow spar system is that indicatedby
Fig. 10, consisting of two channelled sections, tongued together at the joint, the sides being stiffened with three-ply.The
disposition of the joint in a vertical plane is a distinctimprovement
on the hollow spar previously considered,mainlyin that better resistance toa shearing stress is afforded.
The
principle underlying the construction of the sparFIG. 10. Hollowsparwith stiffenedsides.
FIG. 11. Hollowsparwith multi-ply sides.
shown by
Fig. 11, is that in its manufacture the lengths ofwood
necessary are of small section.The
sides of this spar are builtup
with a centre of spruce about-J in. thick, to eachside of which is glued thin three-ply, these being glued,
screwed,
and
bradded to the flanges.The
wing sparshown
in sectionby
Fig. 12 is unique in thatitreally constitutes twospars placed closed together, the connection being formed by the top
and
bottom flanges of three-ply. This sparwas
used in amachine
with planes of small chord, but of very deepsection,
and
in which no interplaiie wiring occurred, thewings functioning as cantilevers. Its chief advantageis great
rigidity fora low weight, but such a spar necessitatesa deep
wing
section,and
is notin general use.FIG. 12. Twinboxspar.
Hollow
Spar
Construction.The
advantages of the hollow type of sparsummarized
are (1) greater strength for a givenweight; (2) it can be
pro-duced from
wood
of small section, arid is therefore a bettermanufacturing proposition.
On
the other hand, the strengthof a hollow spar is greatly
and
almost entirely dependent on the glue used.Now,
however well the jointmay
be made, the glue is susceptible to adamp
atmosphere, and if so affectedis ofgreatly reduced strength,while possible deprecia-tion in the glue due to age renders the life of the spar aproblematic quantity.
Where
the various fittings occur it isalso necessary to place blocks before the spar is glued up,
which
is rather an unmechanicaljob.The
practice offormingvertical sides of a hollow spar from three-ply is not to be
commended,
by reason of the doubtful character of the glueused in its manufacture. However, in spite of these dis-abilities, there is a future for hollow spar construction in the
manufacture ofthebig commercialmachines of the future, for
with these the question of
maximum
strength forminimum
weight, to permit the carryingof the greatest possible useful
load, will be a primary consideration. This, of course,
SPAKS
AND
STEUTS
23 Strut Sections.In the construction of the interplane
and
undercarriagestruts, one does not finda very decided preference for
any
oneparticular method, although the interplane strut spindled
from the solid to a streamline section is
common
tomany
types ofmodern
aircraft.The
strutshown
in section by Fig. 13 is inuse for both interplaneand
undercarriage struts.This consistsof ordinary round section steeltubing, to which
is attached atail piece or fairingof wood, this being
bound
toFIG. 13. Steeltube strut with fairing
boundon.
FIGS. 14, 15. Inter-planestrutsspindled
fromthesolid.
the tube
by
linen tape or fabric, dopedand
varnished. This strutis of practically equal strength inboth lateraland
longi-tudinal directions,and
from this point of view is superior to the solid spindled strut,which
is usually of great strength in the foreand
aft direction, but always possesses a tendency to buckle laterally. Fig. 14 indicates a hollow plane strut, nwhich the sides of spruce are spindled
from
the solid,and
glued to a central stiffening piece of ash; while Fig. 15 is
arranged so that a stiffening
web
is formed in the spindling process.Owing
to the rather extensive nature of the latteroperation, one does notfind
many
instances of itsuse.Where
the hollow
wood
struts used are not completelybound
with tape orfabric, they should at least bebound
at intervals with tape or fine twine, as there is always the possibility of the gluedjoint failing under the combined attentions of rain andheat.
A
type of strut which isnow
being widely used is that ofstreamline section steel tubing,
drawn
or rolled from theround section. It is employed for both the inter-plane and
undercarriage struts, but for the latter has not given entirely
FIG. 16. Inter-plane supportfrombody. FIG. 17. Sectionof built-upstrut.
satisfactory results, owing to the tendency to buckle under
extra heavylanding shocks. This would be
more
pronouncedwith a tube of fine section than with one possessing a bluff
contour; but in
any
case, a strut of parallel section, whateverthe material, is not well suited to withstand sudden shocks. This point is referred to later. Seeing that progress is being
made
with the production of a seamless streamline tapered strutthis defect should soon disappear.In
some
machines the top plane is supported from thefuselage
by
struts which are formed integrally with a hori-zontal compressionmember,
as in Fig. 16; the section ofSPARS
AND
STRUTS
25cut to the shape of the complete component,
and
forms a tiefor the spruce layers, whichare jointed at the junctionof the vertical
and
horizontalmembers.
Strut Materials.
Referring again to the material generally employed for
struts, i.e. silver spruce, it is perhaps necessary to explain further the reasons for its predominance over ash, as on a strength-for-weight ratio the latter
wood
is slightly the better material.The
points already detailed,indicate thatan
inter-plane strut is stressed essentially in compression,and
there-forethe chief characteristic ofash, great tensile strength, is of but secondary importance. Thereis alsothe fact that, for the
same
weight, spruce would be thicker,and
correspondinglymore
able to resist collapse. However, in machines of the flying-boat class,where
the engine is invariablymounted
between the four central planestruts,
and
consequently sub-jected to anamount
of vibration varying with the type ofengine used, ash forms the material.
Tapering
ofInterplane
Struts.The
correct shaping of struts longitudinally, particularly those forinterplane use, is apparently a rather controversial subject. Taking the case of an untapered strut, it is evident that the greatest stress will be located at or near thecentre, so that if at this point the section is strong enough, clearly theremust
be anamount
of superfluous material atthe ends.By
suitably reducing or tapering the strut from the centreone can obtain the
same
degree of strength for less weight.Conversely, for the
same
weight amuch
stronger strut ispossible. So it has always appeared to the writer. It is,
however, admittedly possible that unless carefully done, the operation of tapering a strut
may
actually diminish the strength.One method
oftapering, thatofmaking
themaximum
cross-section at thecentre,
and
from this pointdiminishing in a straight line to the ends, is undoubtedly open to criticism,and
away
more
nearly approximating to the correctmethod
that thefinished contouriscurvilinear, as in Fig. 18. In this connection it is pertinent to emphasize the importance of
ensuring that all strut ends are cut tothe correct bevels,and
thisis particularly applicabletothosestrutswhich seat directly ina socket.
The
slightest irregularity will cause considerable distortionwhen
assembled under the tension of the bracingwires, and frequently the writer has seen anostensibly perfect
FIG. 18. Taperingofinter-planestruts.
strut
assume
themost
hopeless lines directly the operationoftruing
up
iscommenced.
Design
of Strut Sections.Although, strictly speaking, the design of strut shapes is
outside the scope of this book, a few remarks anent the
development of streamline
may
emphasize the advances made,and
alsothe need for careful construction.The
resistance ofa bodyis generally considered toincrease as the squareof the speed, i.e. double the speed
and
head resistance is doubled,and
while this is true for amoderate range of speeds,experi-ment
has proved that forhigh speeds,exceeding say 100 miles per hour, resistance increases atrather lessthan as the squareof the speed. However, itis certain that the correct shaping or otherwiseof the struts
and
other exposedmembers,
affectsgenerally the performance in flight of the aeroplane.
The
accepted feature of all streamline forms is an easy curve,
having afairly bluffentrance and gradually tapering toa fine edge.
The
ratio of length to diameter, called the finenessratio, varies in
modern
machines, being insome
instances 3 to 1and
in others 5 to 1, a good average being 4 to 1. Considering only the point of head resistance, it would bebetter to choose a section of high fineness ratio, but
con-structionally such a strut would buckle sideways under a
SPARS
AND
STRUTS
27to resist this.
The
strut section used on the earliest aero-planes, such as theWright
biplane,shown
by Fig. 19, isFIG. 19. FIG. 20.
FIG.21. FIG. 22. FIGS. 19 22. Strutsections.
nothing
more
than a rectangle with the corners rounded off.Fig. 20 shows adevelopment of Fig. 19 consistingof a semi-circular head with a cone-shaped tail,
which
by
gradualFIG. 23. Showinginefficiency ofpointedsection inasidewind.
evolution has resulted in the section Fig. 21.
Some
experi-ments
carried out a considerable time agoby
Lieut.-Col. AlecCONSTRUCTION
Ogilvy, revealed the rather interesting point that a strut
shaped as in Fig. 22 gave the
same
results as a similar struttaken to afine edge.
The
reasonsfor the non-suitability ofa sharp-pointed section are apparent from a consideration ofFig. 23, showing the action of a side windwith the resultant
dead air region.
Fuselage
Struts.In the generalfeatures of those struts associated with the construction of the fuselage
and
nacelle, there is very littleFIG. 24. Channel-section fuselagestrut.
FIG. 25. Tsection fuselagestrut.
diversity of practice, the majority of constructors favouringa square spruce strut, Fig. 24,channelled out for lightness.
A
defect with this type of strut is the tendency, engendered byirregularities in the fittings
and
wiring, to buckle laterally,although this can be obviated
by
the provision of a strut oflarger section at the centre and diminishing in width tothe ends.
A
strut not nearly so popular but nevertheless in useis that indicated by Fig. 25, consisting of spruce spindled to
a
T
section theweb
beingof considerable width at the centre,It would
seem
that the piece ofwood
necessary to obtain suchSPARS
AND
STRUTS
29 and from the standpoint ofeconomy
in both labour andmaterial is not justified.
The
circular turnedand
tapered strut noticeable onanumber
ofmachinesdisposes the materialin probably the best
manner
for the conditions applicable tothis component, although it necessitates the provision of
tubular ferrules in the fuselage clip.
On
onemodern machine
thefuselage struts are circular, but of hollow section, built
up
of two pieces glued together.An
obsolescentmethod
is thatin which the strut is shaped to something approaching a
streamline section, as the fact that all aeroplane bodies are
CONSTRUCTION
CHAPTER
IV.PLANE CONSTRUCTION.
OF
the various components which comprise the completemachine, the wings, aerofoils, or planes, as these items are
variously designated,
may
be said to contribute the greater part of the ultimate success of the complete machine.The
aerodynamicalproperties of a wing are
now
fairly welldeter-mined,
and
have been the subject of a greatnumber
ofexperiments, resulting in the clearing
away
ofmany
hazyideas
and
notions, so thatthe actual design ofthewing
sectionfor machines of givenpurpose is almost standardized.
From
this it might be deduced that the methods of construction
were equally well determined,
and
although absolute uni-formity of practice does not exist, thewing
construction ofmost machines is similar, as far as the
main
assembly isconcerned.
Effects of Standardization.
Incidentally, one
may
point out the detrimental effects ofundue
standardization as applied to an industry in itspre-liminary stages. 'These effectsare well exemplified by certain machines, in which standardization has been studied to an
almost meticulous extent, with the logical result that their
performance is considerablyinferior to that of other machines
of contemporarydesign, but in which desirable improvements
are incorporated as they occur. Although at present one cannotgive actual figures, the averageperformance of