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1. 100900Ao
DRCS HAA
KoRermas
Theary
3 Cxplain
a neat, ch
Ans
1 One tuay Sla
Most Comhon e tn Contucton uses A&6thol
&nhe
to Cothstancl F ando
whesr ore
Concrete
A&eol tn apltcakors eta (peort
Ond the oerolireotonFewR ugrort
and ue Commecal reaidental fropelhe
619-
s13i11,
U0un la.1ab
MalFN,ornes to eguayolustrltde weydthoghalt
the Rre ab Uuse
3. Prefenon as
a Boldered Couo
te as a rRun forci nq
yus ohereke tbamlor to a
oet tetsoned 8la o
a (Oe
ensLoneol slab 1s used o prevent Cormpresion and
tmprove verall skrength& Tad
a Hhus reugh
kekton 0f

3. heel Cables ydsauulte (k
fn he 8ilm kpfoeke Corcrde
Int tte Fromesserb P the dhrudkre &hould
the Calles prevenls Conuele
kta enge
Crale ter8
Oased.
Heraon
Crcto tte
PIECeS
orn danges
erouslyN
Cor a thinner rouefompored to otte
anforced sds pre- and ot-tenston 8laks dont
Corete.
tke tenauon tn the
te heed For,(ond n tme
as 4ht o
Rolues
tucla eSakb wll e erterely totrt Free
ot tensuned lab
Same as
re-terSel
lddb
,Lrstenol o gleerung
te ube aRd oreatrg tera.og
Pouredh roe 8s0as
1
es
when
hootuhgfhis opton 9
C
90 oNL7pM
Ypmi'dri 9H1oe)
f!28919ig Fnivi1 G! b 1 dpl? on0128
p1We

4. A
Explain Shea n Fiot las Hhahest akelches
Ctrcrele
Breos t. tte
Onal Conetete, Cuhd, infocemerd Etennent N
Capctc eleme
slabhas ous heas eemand Conomaa
Qbeaam'(elomertty.00 Concrele &Sef o3 reu agacd
demand
OverCom 4he sheas
4he deund
na sab fte
8hau infotkm
and requremert
rst r e p u r d
C t c a l Section
d/a
L-
celumh heóo Crytial
Secttn
shex eul be a
ie Cretca
frome
Seten,
Peryfhery f the olLmn(cAPd |olropPaure
of the le where o
&eetton
he Plane
Perpenoltculer
(the
to
effece deft,fthe
,
7

5. 5 Expaan the Compnents o, fla dab ohcd fA
wth eleh
6la.b Constrtuekon
Ar S a so-uau "Teinfoscécl" ConcrtrSlcb
Hhod Sualy oloerel aie keam ahdq(oecs) & locdoaye
ttansfofecl
Ca e used
drctyto the aufporttng Cblumhs;the flat
tufere e6 oBums ure 06t ured
foubwirg
lc
CtUmn QolLmn
sib
dro
Column teac
90 COtumn
beFe
Flt lab odh Colunn Catal ard olrofane
(omPonds:
Thickheas ofttadthe
thuckres
oretroled
ad-to
Shall be ener
pan tofedtve daplh
Considealon
hove lenglh
Pan
hah Ore third q Ae
foF efjor anel
tn
rop8
8Pctangulas
Aah
have a knoA
Les
in each drect
faned
Ab-uth
Cength
n
eaoh
dtreot0
at rgc cunglas fo tte nan ctena0
olrops
aeasured fro Cerdar lune he
wto4e dp
eoge
ounad ghal be eual f orne kalf the wtolA op diap
olukn
oLRcheror PeLse

6. ConstructonC. s9 o19
Tiectt slas oe mostty uaetn edqe' Indudidl
R tages tams,.: UarenousR)hoh n
peurkth
odings hotels Jkese
resureel A Ttat Slab s0 one-ucw
A030-c em oth tkeniným e81ol
Colum ard eeafirg Calece rro/p
S eCMS Over the pptr
the
farels
They. tnerede dred ceHpacu &nek he ttft
heFtoor 8ystem undrVertoa ocol,s
incred&rg the Cshomlcoa
Couma MaD Co
StrP
Colump
S t r
AIcolte
co
Collmn
Coiwry

7. 6 Explain he flat 8lab reinforcetnerd CPading and
ae Rnforcement)
CstubS tu-uqy anfesckmle,ooreteabth
wucudy dloe
0odaR transfesred
rete6lnnsTte flatt
doe
traue keoms andgrdas, at he
okiredtys Ho he
uppartug
fote Sa o-u
Cororele ffurng austem utt2rg aN8tab al
uniform htcares, 4Pe 8implet of Strioluwa ha
anfrce
i
0 /
estc Me
oluMk c see shoun)
sectton A Crutica
Oecton
T
Secltn B CLunn
Section c
ein forcir FS ard Lwoed re feinforceme
6houlde Ftned n he upp tre t
Ortgirnde ad-e ufoe of4te Slab
CFuakeEre des
Obbhrdaresbetausehninkag and empesadurt
Cracks
T
0a0urgThe paQune
N
oF s in a tu&tll not
thteed
L8
9X he ub thckhe85 ekeept ohere a 8ab
Cetudas or)HBked

8. Atec eunorcemet
Wthen drop fctrets cue useel/,fhe., -uenegs
pone for 'detdmnadn
Cea reinfortemend dep
tear f
Thtcknes
he fallsuotng
the dn ahd
d ikreas abplus one quarterhe ds
d droP ard ecdge dfa fa
Q Explain oustrtbuton berd momer dOre
Fxplan
he faned with
As Toal
nornett to d n
e WlAe
whese
n-olkas Sfaarterdtg
-hem" face to fa0e a
tnh 0pMaS fd
u ength fan ththeQisecton,No
tolenghf8an tarsee o t
odoarprn Load n aun ared Lat
Tnan Itertor pan the tola, dastgrn morenct Mo shas
intho{otibuwIR
be oluelhtkuted
ve desrh momert= O 65
roporlo
.
fve dlesn
M
motnentE'g3
Cumn p ckeagnedl to east7
C&umnTttp
heqattve momertt u
of t a ,
-Nemomertt th ke and
unn At tvemoment
olesgnedto
res8 6)
fan
veMemernet t h e fahef.
udese
e endn 'oert dai t57. of-vemoterCatie
apel
raupe ev Bm=157 tvemontrdttrlte Pane

9. n , ' ,
AS Gven dald .
pare hous 25 X2Sm
Pthel
AKN (m
=20N[mm
Fck
aloohuck=
drp thic 9O0mm
ddle tr o-Sm.
kbad akukektro
Ashign too 5 ="35KNIM
tep. e Lesgn mornent
No
o hefe
i
ei T(6 S,KN1.
ANegattve rmomett= 905o ,52 0 KN
TGTEDe h6mend 0 MO tA -m
1
e me0nebdrT . of emotaert tnpael
993X t29
1.
.
eye Mobacee 60. tvensmert n pabel
:60 A

10. Middle p
ve mornettt= Qs7, of Ve mometrk th
=0S* bt 2
-E6KN-m
fcne
e mamert A07, 0f +ve'Memet tn
panel
966KN-m
Cotumn trp eel fequremert
ttefe
-md=dopdetheom
6M
HIS
A 3 2mIm
Cto 96.5M
AsT14-2
rovtel tOmm dd s a s t
No 0f
9SO=ISomn
Paotnq.
rOvdeun apaung 2A rd
Provtole Aom dyd Acte
orte P ea
Ast C+ve) 0S
-So

11. 206 69
Orovice min pcctn 4xd.
AROmm
Mddte 8tnp
A1
He otmettt=0S*fek
Gt-6 sd
2T00S -33rn
A , 2068
k =2*t0 2AOmn
tovide
tovtdleMn
OdOing
r d 2A*t0 =
midte ttrf.
et - Pt6My
felsg d
O 20
20Xox 10
338cn
Ve MBaekt
a
(ve)
M0-TA2
7
i e IS 5 mm
odr AO Mm OLO

12. 9 eago he Indternoanel &Ht blak
AnaGwendada
Tit
Oab Puhet t6mX 5-6m
L 6k (m, Fe AttS Meo
pan 5-6m
= d
Atonglorer
A8suming 0-4t heel
Ehen Mf-Is
26*1 S3
e 6 o165m
36K-3
A166# +80 20omm
Op thekresTOnm Oropfengss .
Bt we take Si Ih_korth dtrecton
Colum n Strf -0-25 xl2- 0- kk*l~ U'Dalbne n
- Imm dlonqot
Pah
8m tn both
C6tumn ötp
Alopt Cblumn
mtddle tt= 5-6-21t 26mtong sn durekton
Mdeetrtp A6-r-n.shortIn dithal
n 56 = 24mCalong longaan)
A69 =|m Cdorn8hortgan)
1'u
00unmn
VeCAst
= Oek
0Ca0
Provid
Provd 1Dm d O Mm clc
f'
eda

13. Ve AsA
O-S20 -6A 34rto
2A2 ASmm2
clta Iia mn clc
Midolarip
-Ve (as) o 2o
AS
.
I$+ 60mm 3
Pevide 4 smm.oltd e m ctC
A6Xx ttsGrio
+ Ast 0 5 720
Provide Sm dia . taom ctc.
e Lsud culaudion
Toagagnolead 1 (6:28. 1 3147 KNIR
8tep besgn momert
A
cyerdire to (L 5-6n
aMgiE
T.33 A6 28
2 8 6 6 k
Mo 266 6 28
X
8eatker curecht0t1
M

14. 6kN-M
d
otriP
5
Onaider1ndlong sfanColumn Btrip
Ve Mo = 0*65 X Mo
-veMo 0-6 X6*E°
53 8KN-(
:-
*Ve Mo =
0 ' S * M D
COlum
n t f
Ve mornerrl 0:95 * Move) 2-0
0 95 xS3&
0 3 EN-M
Ve -
Momertt 06 Ma (tve)
0 6'r 28
tve
MiddleHt
Ve mmert 0ns Mo Ce)
O-T53 21
V
homeht =
-40 k MOCtHO
UStnet hort DPoan_(orection )
M A61N -m
M 6 5 xMa O65X t t 6=24 0rh
Ve
Ve M
Olumn &r1P
Ve Mormerct= 0{S 2- 08
2031 KN-m
Ms meNt O6D lt 6

15. As-ve = S 20
A6
1 2 6tm e2
mm dta Omm erc
Artp_
Mtoblle
6 + KN-m 22' OM
-
+Ve
-5832 kND
Ast-Ve
A19m.
VIde #Tmm did @tOm
m Or C
6 3 2to x A 6
re)
( Asobx20o
ot (S mm?
Prevd A0mm.elc
DCln
F