Strength of Material 1 (SOM) Mechanical Engineering Handwritten classes Notes (Study Materials) for IES PSUs GATE

29,681 views 53 slides Jan 06, 2017
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About This Presentation

Strength of Material 1 (SOM) Mechanical Engineering Handwritten classes Notes (Study Materials) for IES PSUs GATE
Gate ME (Mechanical Engineering) Made Easy Handwritten coaching classes Notes (Study Materials) for IES PSUs GATE


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ir wu am extermar fore aug on a body,
= "AE some -daformasor. Dut. 16 a |

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our on Ma MOL ny ws mos force. PAT |

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= “rte js ony posible. capte): date mit

if we ememal forte Cites Me lame AMA
Me mann tou IN. etape emo pam à

limit |

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yo va Teiln produced shy we seo. ta
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sum ] I
Deren Pag
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is proporviona)

of AU Conca mopacus)

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shen sham |

To

toad ay amie 1imit|
prea of cl.
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TR au Tage

— = á

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oo A
Area ag o

ered fo

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PRINCIPLE OF COMPLEMEN

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= £ bk qt ADE A a
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Dragona ac i TH imjinenee of Ft
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section
1 rend Py =
Memon)”
anes =
k cman) =

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mex. Méta

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nn E fete wi pia)
[sens]

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ele a ire aoe

ca @ DEN CONNENTONS tOR SF & Bm

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ar me 100

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Ik dowmuanda [Ei] to Me

Rigs Of M ection

beam 1° a cuve havi

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m Be is ave for
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plotted, above tus Kap Wha & wegative

ose ime E

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oe a.

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SF Mage IS yooixental -

mo 8m ar HO Kio suppous of a Simply supporrch bean
cud at We free cand of eemtiteuen Ul be \apAD-

pe may at me
fra support Ben ar feed af benim pda wl bes
para having tao Bor fie ad e” ia
fred edo

© SF for a a Sto Mi

in cane of MDL om cambio beam, SP

s rine «a de
van

|

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wad ik mega Info KYO tOMPOmIME > vont emp emamt call
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faint Au m Mu wen |

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en RE ar a sion hun SP remoiu
à “Umaitenaa, “Os me schon.

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sE a
er) Cre al)

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VIDA — incio, | Paabore æ À Ami Ci sie

VAL pmaboie | Cubic. o f she

Y BAW ead” no

= Relason

dE f= sun mt
4 R R= Radium of neutral Nadel 177°

ES ours modula) Mim |
Ya dema of od 104.04
MU AS A OS

an Me Wee of RON of meuaar 1000 “lth me IO
vet section.

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from me meutrut on,

CAD fir RewumgLan sahen

L [ess cd”
4, Lon sd?)
schen: E 43

rater secs mm Coh-gt)
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MRC hum Re we


> umm Shen epportedl beom is acted e point ad
me ere HOM pm ap

mon. 25

we
4
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RME A > A
E
= a
>
two eruan beni) cata OL Sofa ad
cima is toi OF our dia, Do and imma dia Di,
Same reuagtt rodent & ciel «Them

section rmedulus Oj nayow shaft 29D.
B

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aia. aud
of me

+ Te bending oor mM My jaye fy ar diame of ME
der from me mas AME (NA)

f )

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om «e ouemno lower of Me senor cue dis Me
pin of une sechm-

® um pea

cier DL Ow
acftemd foom is position im cunvaruae menor. &

This radiw of cunvarae Of

by

pom toad „ms beam is

-daytecred beam is AV,

Are HUAN > moment
2°2 I- mot
R E= Youmys modulue
R= fadiuo of (CUM CHAE
y is mo deflection of beam ev
i TETE : A

SEL

Slope of beam

sano el eu of. beam
© 2

lo] nefteaion of a camvever wlth a point toad ah
fee end. y double bi ee la

Nes

Downward defection
PRET
BEL y :

or à distomte ‘a? from tel nd:
WN

| de 7 ? Es
| SEL

In= y

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go a distante a!
1

do Deieaten of a comer win PRE

Foon ma fred end VE wi Ke wal
le ser ger

BE To = Yet u a]

YY TORSION OF SHAFTS x

Bae
Lf) ©- Augie of Huit
Re radius of snaje

u AU

: foe ¿neon son
ae BS Padivo of snofe
E de = moduluoof rigidity
T= snean seem induced
at xad- A from
corre of shaft.

® man. Joie D'pormimed by sod, snaft

pT? © xkx dd d= dia. of shayt

SE mar. fora pouomitied by Honoeo nat.

ah | Sa dor wa dia.

= Die mer di.

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BR ™-O-f OF ea about nis pespandi clan tg
area OF fur und, poming manga co of

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RR
ae ae
potan modulo

AS
Pig,

il Zp fn nome = Cp
4 16 2

m6) oa lriaermvived by

i [strenvta oF suas, OF VARYING e1s|

E nat AB
Te + oa] E
Reel er

Toraua tried, by now shaft Re
aa nhs =
ns

THIN CYLINDERS, 4

est ue Minen op ma wat of ma NN reel à
Ven een AU te Dt Tp inborn NOM vease à
0

won ap unin Ud.
E amoo mig mim joan dto ema full RESET
O cinewnnfenemiol Coop) sive — sen acting along ME M

© ii — i sh ith
tongieudimol tem sien ating don

| ue
ie MU
iy |
|
gd em |

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mo fono due lo fe

Px CAL) EN fex (LL)

lia ISS
2t
; |
toa ida
TE a om
8

x for duro fund proue
= fore dueto fir
PS fe cndxt)
“fhe © > 147

DO” man. shean stem

GAL

“ed

foe
TOK, xt

co ee ©

pegeteradion > pr heod

A= AF of organo] joint

Me = eff. op cineutneferontian: joint.

ty rongitedinal font Fe is dendopd und im drum”
ferention joint fr developed «

BH Gmauny , effidenoy of joie = ef of gs EN
HF © ay is gun mm is abrained by ef
a above . :
Sm. rund form above ex ¿Pon taxe mi: = me

WO berame jf eue is tuo fL > ‘pales

A TWIN MINDER VESSEL sunjeere TO INTERNAL FLUID Pere
AND TORN à

“ majos endo, strewn = Fife ("

5 Omara

A Minor prmipa sen = Le ( MA
À

# Moy. sheon seem -

> = 3 Lodo PA, Crop Mind fe
M [THOU sy soo out papa dl aE’ Klee,
Feed wan gorau, 8 @ppived, chen

Sem ts alto developed.

a USES

Tora Wa = (Sp xd
2

|

|

THICK OUNDERS
| NS IS
PT 4 me audi Y ot

D >L 5% timon an. ru
di “xo

MN” de in cane Of it gti, LUN mor be uniform

2 COR me inickmeo Away fe win va from may,

value at inmen cimas
RP En A Mali ab
Bun dretmferene. =

#4 px | Px= Radial premun OT
4 fu= Hoop stren.

| Thee 400 eauariou. Ans) toed Lames equanous
cmd countamr LAS" cmo ate gbreumed Juro. HAL
pugs Cunitous.
= of feud iuoid te
ti C= AL > Px= premum of fui
upiudtn
UD AZ Ay pre | amoipnad prove
= Buenos fe y= internat rudiun
X= a amy kadiu .

a ste om tompoumd Mick ee

"Me Hoop se im a compound tick Aida ds
Me algebrale num of ato voor eme camoed,

U ty Smkimxing tase duo to imreameu fluid
Preu,

$ Tra hop Semen im cade af Anim -ujmdm, "ont reduced
by wire cuimdivo om me aypiwelen ts

* The hoop semer im cane of Paice egin au

reduced him ki: *
opinden, di in] oma yayılmalay over mem

>> Me omiginal diffapmée of radii oF me fumo
Of compound lu fod -soxiutayy? à gen y
| UE 28 00-03)

B

A= Andi Of jumKtion after San
ua are owt obtalmed from bound
coud 07

STRAIN ENERGY Be IMPACT
TR

DI
Fi wmumever a ody 65 strained, me. LOADING
gg is absoahed im Me oly This emmy due tu Sheet!
my cite is called un on et

ss ke
Œ Me sum ent ted im tne hodi “Ys eaum 10 Ls |
done wy wo applied 10d im ase rehing | Me body}

Resiiemter rw formt mung stored Im a h as
% soient
Proof Resihenie =— the pe sroned in Roc Lit
2 Me man. a
Jas PraBAPrk 4 ROADS: à :
modulo, Sf, Renitieme in „ROT, Cr Ga arn

7% bmengy stored in we vain ui grodueuty appiecl |
nue of elanricity

= 2 Peart man. W5
ae aca

* ES E
proof résine py ei amie
[ze 1
1 E a

A modulo of Anime =
e ab brwqr

Moduluo of witiemt =

. ne
a Cour oud suidondy pp}
+ man Auotumemaun tren.
p= 2xP

FE Adan of uni. cis “4? and er
D subjeaed to its own weïni y mug
4 EST € cel umit von

U=
(M Ju à Pepe Es modulo»
INS AMO E y sony,

pr ab ad
i

DA

D = mua: strom mdute

= heu case
PUS dette

LE Ve tf body
. imp
PE April lan:
, A Es ei compand ty y

The WO demo by rod Ph EP ayy, :

Gor of body is me poet intaugn au Hae note
BR body ach.
etmaoid
Me pom var uo AN Fora! “ane of In plone frye
œtummmed À be contenant

Crecangia, sauane, Llamyte ) It
fs ymowwn ap emmald of that aed.

% cenmold & ca are ar sume porns
FAO — a

= 0 of umifoom aod tien ar (6 rida point
Ca of red oF paxautogram, Ile ar pore nen

IH diogonal meet each omo

Oe of, tome NO ar me Rein) wine ne Hinge medion

Of rstongte mer. ‘
© of dc is ar its (ému.

FE wur GF oy
$ CA

= + NA ys Out”
G40; 405 Fano

X= Tay
EN

| =
Product of area (ox man)
Ff me come oF jrowity of ase (or mam) from
Lands is Krown an moment nf =
E: m u ee Ge)

amd savant of me distance
sam

ch moment of are
= Axx
= Fest moment of ae
& = ad
= second mama Of ara
M-0: amen
TS

Mote T
= a aya tte

L= za]

"aaa of “Ganation of & body dened ao Me
Aigramee from m aus af mehenenie nm Et
nur’. of Me ig amumed fo be concentrated. go

a eee

ap mot te ren He M:

tut 4

Iago ™-0.1 of section labour A
Eg = mon of section © A
dour Ge

A MO-T of Recaimgle :

* Moment Of mea of Recmge. abo Kor anis pansing
Heth Une th of Me section n 6

Lu = 439 E
e Moment of guna Of Reramgu about a sino paming
MADD he