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LEADING EDGE – STABILIZER
Tension-when air flow over the horizontal stabilizer, tensile fore atin! "#on the str"t"re an$
the str"t"re ten$ to #"ll the stabilizer to fall a#art% Therefore &aterial nee$e$ for stabilizer &"st
be stron! eno"!h to withstan$ the fore%
Ben$in!-A ben$in! fore tries to #"ll one si$e of a bo$' a#art while at the sa&e ti&e s("eezin!
the other si$e to!ether res"ltant fro& air flow over the stabilizer at hi!h s#ee$
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TRAILING EDGE- STABILIZER
Torsion-As a res"lt fro& trailin! e$!e $ra!, this twistin! fore atin! "#on the s"rfae an har&
an$ ra)e$ the str"t"re%a tensile stress ats $io!anall' aross the s"rfae an$ a o&#ressive
stress ats at ri!ht an!les to the torsion%
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A*+ILLAR SAR
Shear-At the &o"ntin! s"rfae of the stabilizer, shear stress o"r bea"se the stabilizer fla##in!
an$ it ten$ to #"ll o"t the the &o"ntin! s"rfae fall a#art% This stress &ostl' ats "#on the rivet
on the .oint s"rfae of the stabilizer
Torsion-Torsion o"r at this str"t"re res"ltant fro& stabilizer fla##in! an$ #ro$"e twistin!
fore at the s"rfae
Ben$in!-This str"t"re &"st be able to withstan$ both o&#ressive an$ tensile stresses bea"se
the air at hi!h s#ee$ ten$ to &a)e the stabilizer fla##in!% As a res"lt, the ben$in! stresses atin!
"#on the s"rfae an$ it an $a&a!e the str"t"re%
/R0NT SAR
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The shear stress bein! a##ro1i&atel' onstant alon! the s#an% The s#ar are onstant $e#th b"t
bea"se the ben$in! &o&ent varies alon! the s#an the str"t"re is heavier an$ stron!er at the
inboar$ en$%
REAR SAR
The &ain str"t"ral ele&ent of the elevator is the torsion bo1 onsistin! the front s#ar an$ the
rear s#ar% Inter s#ar ribs brae the str"t"re% A seon$ torsion bo1 is for& b' lea$in! e$!e s)in
an$ rear s#ar an$ this is reinfore$ with nose ribs, #arti"larl' at the "t-o"t for the hin!e #oints%
INB0ARD20*TB0ARD ELE3AT0R
At the inboar$ en$ the web is inrease$ in thi)ness with ta#ere$ $o"blers where the stresses are
hi!hest%
ELE3AT0R 4INGE
Elevator str"ts are #re$o&inantl' "n$er tension in fli!ht% B"t, when air#lane is on the !ro"n$ it is
"n$er o&#ression%
/*EL TAN5 END
The "se of f"el tan) has a$vanta!es in that it will #rovi$e relief of the ben$in! &o&ents to
so&e $e!ree an$ this is the reason so&e airraft havin! their &ain tan)a!e in the win!ti#s%
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ELE3AT0R 4INGE
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Elevator hin!e onsist of two #art the enter ste& an$ l"!s% Elevator hin!e e1#ose to the shear
stress an$ torsion stress% Both stress a##lie$ when #ress"re tr' to se#arate the .oin% Shear stresses
#ro$"e between the ste& an$ l"! that hol$ the o"tboar$ an$ inboar$ elevator with the stabilizer%
Then torsion stress affet the ste& when the o"tboar$ or inboar$ &ove%
40RIZ0NTAL STABILIZER /AIRING
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At fli!ht, the horizontal stabilizer fairin! faes the #ress"re with the o&bination of ribs an$
s)in% The a##lie$ #ress"re e1erts a o&#ression stress to the ribs%
TRAILING EDGE BEA6
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Trailing edge beam exposed to the two types of stress. The tension stress from it
stems attach to the other part and by shear stress between cap and skin.
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*Sample of buttock line, water line and station line
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Definition Of 6 Types Structural Loads:
1) STRESSES-
2) TENSION- ri&ar' stress that tries to #"ll bo$' a#art% So&eti&e e1#resse$ to a tensile
stress
) !O"#RESSION- A fore whih tries to s("eeze a #art to!ether
$) %ENDIN&
') TORSION
6) S(ER